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HomeMy WebLinkAbout52-01 Winchester Montessori School - Shawnee - BackfileGENERAL NOTES 1. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS, AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES IN WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES WITHOUT CLARIFICATION FROM THE ENGINEER OF RECORD, SHALL BE DONE AT THE CONTRACTORS RISK. 2. THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TEST PITS AT ALL LOCATIONS WHERE PROPOSED CONSTRUCTION CROSSES EXISTING WATER, GAS AND FIBER OPTIC LINES. 3. FORTY - EIGHT (48) HOURS PRIOR TO ANY EXCAVATION CALL MISS UTILITY 1 (BOO) 257-7777. 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 5. WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, THE VDOT ROAD AND BRIDGE STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE FREDERICK COUNTY MUNICIPAL WATER AND/OR SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/ STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND THE FREDERICK COUNTY PUBLIC UTILITIES. 6. DRAINAGE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF HIGHWAYS & TRANSPORTATION AND FREDERICK COUNTY. 7. INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH VDOT STANDARD DRAWING PB-1. 8. ALL RIGID PIPE BEDDING (CONCRETE, CEMENT LINED DUCTILE IRON PIPE, ETC.) SHALL BE CLASS C, UNLESS NOTED OTHERWISE ON THE PLANS. 9. ALL UNDERGROUND FACILITIES LOCATED WITHIN THE COUNTY'S RIGHTS -OF -WAY SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF ANY PART OF THE PAVEMENT STRUCTURE. 10. ALL MATERIALS USED FOR FILL OR BACK -FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR ANY OTHER NON -COMPACTIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE. 11. SATISFACTORY MATERIAL FOR USE AS FILL FOR PUBLIC STREETS INCLUDE CLASSIFIED IN ASTM D-2487 AS GW, GP, GM, GC, SW, SP, SM, SC, ML, AND CL GROUPS. THE MOISTURE CONTENT SHALL BE CONTROLLED WITHIN PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM TO FACILiTATE COMPACTION. GENERALLY, UNSATISFACTORY MATERIALS INCLUDE MATERIALS CLASSIFIED IN ASTM D-2487 AS PT, CH, MH, OL, OH AND ANY SOIL TOO WET TO FACILITATE COMPACTION. CH AND MH SOILS MAY BE USED SUBJECT TO RESULTS OF THE GEOTECHNICAL REPORT AND UPON APPROVAL OF THE CITY ENGINEER. SOILS SHALL HAVE A MINIMUM DRY DENSITY OF 92 LB/CU. FT. PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 17. 12. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK - FILL AROUND DRAINAGE STRUCTURES OR IN UTILITY TRENCHES OR ANY OTHER DEPRESSION REQUIRING FILL OR BACK -FILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. 13. COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR TEST AND SHALL MEET BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING. VDOT GENERAL NOTES: V1.) ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2.) ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3.) WHEN WORKING ON VDOT RIGHT OF WAY. ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT"S WORK AREA PROTECTION MANUAL FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4.) THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES. JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. V5.) DESIGN FEATURES RELATING TO FIELD CONSTRUCTION. REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION WILL BE THE RESPONSIBILITY OF THE DEVELOPER. V6.) PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V7.) IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD 13Y THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V8.) CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. 14. EMBANKMENT FILL AND TRENCH BACK -FILL SHALL BE PLACED IN LIFTS AT A MAXIMUM UNCOMPACTED DEPTH OF 8-INCHES AND 6-INCHES, RESPECTIVELY. DENSITY TESTS SHALL BE CONDUCTED AT THE FOLLOWING MINIMUM FREQUENCIES: (A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 SQUARE FEET OF LIFT. (B) BACK -FILL AROUND STRUCTURES AND IN TRENCHES: ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH. 15. COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES: (A) SUB -GRADE: ONE TEST PER LANE PER 500 LINEAL FEET. (B) STONE -BASE: ONE TEST PER LANE PER 6® COMPACTED LIFT PER 500 LINEAL FEET. (C) HOT ASPHALTIC CONCRETE: ONIE TEST PER LANE PER LIFT PER 500 LINEAL FEET. 16. ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT THEIR INTEGRITY. 17. TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY ENGINEER. FAILURE TO CONDUCT DENSITY TESTS SHALL BE CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. TESTS SHALL BE CONDUCTED AT THE SOLE COST OF THE DEVELOPER OR HIS AGENT. 18. COMBINATION UNDER -DRAINS TYPE CD-1 SHALL BE INSTALLED AT THE LOWER END OF CUT SECTIONS. UNDER -DRAINS TYPE CID-2 SHALL BE INSTALLED AT THE LOW POINT OF ALL VERTICAL CURVES. 19. STANDARD UD-1 AND UD-3 UNDER -DRAINS SHALL BE INSTALLED WHERE INDICATED ON PLANS AND FURTHER WHERE DETERMINED NECESSARY IN THE FIELD BY COUNTY INSPECTORS 20. PAVEMENT DESIGN IS BASED UPON SUBGRADE CBR OF 3 AND AN RF OF 2. UPON BRINGING THE STREET TO APPROXIMATE ELEVATION THE CONTRACTOR SHALL CAUSE SOIL SAMPLES FOR CBR DETERMINATION TO BE TAKEN AT A MAXIMUM INTERVAL OF 300 FEET MEASURED ALONG THE STREET CENTERLINE. THE CBR OF EACH SAMPLE SHALL BE DETERMINED AND THE AVERAGE CBR SHALL BE USED TO DETERMINE THE PAVEMENT STRUCTURE REQUIREMENTS. THE PAVEMENT MATERIALS AND THE AMOUNT THEREOF AS SHOWN ON THE TYPICAL STREET SECTION MAY BE MODIFIED BY THE RESULTS OF THESE TESTS IN ACCORDANCE WITH COUNTY STANDARDS AND IF APPROVED BY THE COUNTY ENGINEER. A COPY OF ALL SOILS TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY ENGINEER PRIOR TO THE PLACING OF ANY BASE OR SUBBASE MATERIAL. THIS WORK SHALL NOT BE REQUIRED ON STREETS CLASSIFIED AS LOCAL/SUB-CLASS A. PAVING SECTION SHALL NOT BE REDUCED BELOW THE COUNTY MINIMUM SECTION. 2.1. COUNTY INSPECTORS HAVE FULL AUTHORITY TO REJECT FILL OR BACKFILL MATERIALS, REQUIRE UNDERCUTTING OR SUBGRADE STABILIZATION, REQUIRE PROVISIONS FOR SUB - DRAINAGE, OR REQUIRE OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTOR'S DIRECTIVES SHALL BE CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. 22. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND AS FURTHER DIRECTED BY COUNTYY PUBLIC WORKS DEPARTMENT. 23. A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE ISSUANCE OF THE LAND DISTURBING PERMIT. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE COUNTY ENGINEER AND PUBLIC WORKS DEPARTMENT. 24. INSTALL COUNTY STANDARD STREET CENTERLINE MONUMENTS WHERE REQUIRED FOR NEW STREETS. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. 26. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE. ALL PERMITS REQUIRED PRIOR TO START WORK AND SHALL ADHERE TO THE CONDITIONS IMPOSED. 27. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE REQUIREMENTS OF SEC. 59.1-406, ET SEQ. OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINE SAFETY ACT). 2.8. ACCESS BY EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. ABBREVIATIONS ARCH. ARCHITECT C/L OR CL CENTIERLINE C/OUT OR C/O CLEAN OUT CONC. CONCRETE CG CURB & GUTTER DIA. DIAMETER E.P. EDGE OF PAVEMENT EL. E LEVATI 0 N ESMT. EASEMENT EW EXISTING WATER EX. EXISTING F.E. FOUNDATION ELEVATION F.E.S. FLARED END SECTION F.F. FINISHED FLOOR F.H. or F/HYD FIRE HYDRANT F/L FIRE LINE F.W. TOP OF FOUNDATION WALL G.V. GATE VALVE HORIZ. HORIZONTAL I NV. I NVERT IRS IRON ROD SET LAT. LATERAL LT. LEFT M/H MANHOLE MIN. MINIMUM NE NORTH EAST NW NORTH WEST P.C. POINT OF CURVE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENT PVC POINT OF VERTICAL CURVE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT R RADIUS R.D. ROOF DRAIN RT. RIGHT' SAN. SEW. or S SANITARY SEWER SEW. SEWER STD. STANDARD STM. SEW. STORM SEWER SE SOUTH EAST SW SOUTH WEST S/W SIDEWALK SD SIGHT DISTANCE S.F. SQUARE FEET STR. STRUCTURE T.B. TOP OF BANK T/C TOP OF CURB T/P TOP OF GRAVEL PAVEMENT TPD TRIPS PER DAY U/G UNDERGROUND VERT. VERTICAL W/L WATERLINE X-ING CROSSING EXISTING F __1 L -1 - 2900 - - 898 LEGEND PROPOSED ML:11 TRIAD ENGINEERING, INC. o ROADS ---- --- --- ROAD CENTERLINE E O r CURB 0 0 tl U CURB TAPER SIDEWALKS S 11 .m CONCRETE PAVEMENT GRAVEL SURFACE c� 0 N 0 BUILDINGS O 1 N 0 c FENCE o � U 0Alk DECIDUOUS TREE Vf � A CONIFEROUS TREEOrf o, m v o � Fn � o r n U CONIFEROUS SHRUB U - - PROPERTY LINE w �c o � STORM SEWER 0 w a 2900 INDEX CONTOUR ¢ > Z Z Z 7 QWQ Z� LU m't a z j 0 2098 INTERMEDIATE CONTOUR ��// > 3¢ LL�,Z�Z D j SPOT ELEVATION LLI Z Z Z g ZU0uDi000 0 0 j 0 a� I2893.fifi p z W� Qfa U) Z Z = WZWU(7 _ z og ,Z�, 0 LIMITS OF CLEARING AND/OR GRADING --emir »Q1-0Q 0PaLLJz; Ln UZUUJ>a •zZ�>>>_��' �zz0 �WOU�-N Ljj aWOU Wo < z Lo z Wo 3 0 LTH op-1 UDENNIE D. DUNLAP IDI, No. 035809 � OZ11.3 02 � �`�ONAL S�V PROFESSIONAL SEAL 0 J z v) U liJ U) Z U DC U Z OY Z ?� U)U Q F W LAi F_® W Z W Ld o z Drawing Number: C-2 - - -- - -- - -- - -- - -- — —T- I PROPOSED ; PARCEL 5.00 ACRES I I PARENT TRACT 41.51 ACRES ------------{ (TOTAL) - I 10 0 PARENT TRACT AND PROPOSED PARCEL SCALE: 1 "- 300' EXISTING SITE STATISTICS CURRENT OWNER: Ookcrest Builders, Inc. 2055 Valley Avenue Winchester, Virginia 22601 Shawnee Magisterial District PIN: Parent Tract TM# 77-A-26B Proposed Parcel TM# 77-A-26C DEED BOOK NUMBER: Parent Tract DB. 908, PG. 487 Proposed Parcel to be assigned LOT ACREAGE: Parent Tract 41.51 AC. Proposed Parcel 5.00 AC. CURRENT ZONING: RA EXISTING USE: Agricultural/Undeveloped BUILDING SETBACK REQUIREMENTS: Front = 60' (West Parkins Mill Road) Side = 100' Rear = 1O0' THIS PROPERTY LIES WITHIN FLOOD ZONE "C" - "AREAS TO BE DETERMINED TO BE OUTSIDE 500 - YEAR FLOOD PLAIN", ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 510063020OB: EFFECTIVE DATE: JULY 17, 1978 existing 8' wide N / F trail _ Baker existing PIN 77--A-25 - _ steel pipe WB 115 - P 1039 inv.=662.0 Zoned:: RA existing 12" cmp Use: Ag ricultural \ inv.=662.2 existin existing / as / 0 / / TRIAD ENGINEERING, INC www.triadeng.com 100 existing telephone pad /�\ mG `��/ E � / u g existing / r g 24" o / § existing ate existing 20' fence � 9 existing existing steel pipe ingress/egress g ren'iains 8 wide " inv.=662.6 \\ — easement trail 20 oa / o \ / existing 12 cmp - " irf — " — 535.77' — -- o \ \ existing \ fence rx�a i ns A — — ,► A I 1 /F Oakcres Builders, Inc., 36.51 3 Acres PIN: 7-A-26B Zon d: RA Use: gri:ultural 00 I w w to d�. I irf 100' building setback S 20031'49" E 500.009 N/F Oakcrest Builders, Inc., 36.5133 Acres PIN: 77-A-268 Zoned: RA Use: Agricultural ice- 4 ✓ existing irf fence existing / remains t�,lephone I I I I I I I U .n I F • J existing telephone p 0 15 . 18 = A' 0 / o 0 / C-18.15' N / .. 1 C=SB9006905"W 4- o / in o o 0 ° p - J 13 / N C LD C d m o r ) ° � I � PIN: 77-A-24 r ,� Zoned: RA Use: Agricultural z > U Q > I I R=6 6.59' 0 1 �ij I a < � ��r` I A= 3.59' �z> QWQ I �—�wZW" z -azr C= 91.22' az��Oq >QQDo00z CB N7E mo� �NjZU'R o w<, N4ZZ0Z= Z I W, 0 I ex sting 12" CMP — � �, � » Q O 2 I I U:in .=678.5 <z2Uj>CC CD /-,9Z=>iQ a zQ W(0 (0q W 3m a00 WC, a �WU Uu lye s�� \ dt�Je z z ; �I v Q 0 '*-,, exi ting 12,. CMP =677.7 E OP I ! I I :3 DENNIE D. DUNLAP III>- 0 N No. 035809 II a� cUn ai o PIN: 77-A-23 `$�oz ��3 /02� ` 0 o_ Zoned: RA �'SIONAL E / I Q o Use: Agricultural 4— PROFESSIONAL SEAL W I Z w O 00 I. O r � .r O I � 0 existing 12" CMP W �Z I inv.=676.3 = " I , to o r _ w N= U exist'ng = — O +� I II grov I drive U F U W � U I ` \exi ting 12" CMP � 0oc N inv �6 fi.C_W La _ ~ W 111 0 0� Z II PIN: 77-A-22 II Zoned: RA ` 11 Use: Agricultural X I , LIJ I Drawing Number: e isting 15" RCP — ` in .=674.6 C3 NOTES: 1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF BUILDING UNLESS OTHERWISE SPECIFIED. 2. PROVIDE HANDICAP ACCESSIBLE ROUTE FROM HANDICAP CG-12A TO HANDICAP PARKING STALLS. 3. ACCESSIBLE PATHS OF TRAVEL INCLUDING PARKING SPACES, LOADING SPACES, DOOR APPROACHES, RAMPS AND CURB RAMPS, SHALL COMPLY WITH THE 1996 VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 1996 BOCA CHAPTER 11 AND 1992 ANSI A117.1. 4. "LIGHTING PLAN", INCLUDING FOOT-CANDLE READINGS AND A DETAIL OF THE POLE, FIXTURE, AND BASE TO BE PROVIDED BY OTHERS AND APPROVED BY THE FREDERICK COUNTY STAFF. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 7. HANDICAP SIGNAGE SHALL BE PLACED AT ALL HANDICAP PARKING SPACES, PER ADA STANDARDS. 8. CONTRACTOR SHALL PROVIDE PROPER FIRE LANE SIGNAGE AND MARKING AS SHOWN TO MEET THE REQUIREMENTS OF THE GOVERNING FIRE MARSHAL'S OFFICE AND THE FREDERICK COUNTY CODE. 9. NO BUSINESS SIGNS ARE CURRENTLY PLANNED FOR THIS PROPERTY. 10. NO OUTDOOR STORAGE AREAS PROPOSED WITH THIS SITE PLAN. 11. NO OUTDOOR TRASH RECEPTACLES PROPOSED WITH THIS SITE PLAN. ALL TRASH WILL BE TAKEN DIRECTLY TO APPROVED COLLECTION SITES BY WINCHESTER MONTESSORI STAFF. 12. PROPOSED PUBLIC WATER SUPPLY SOURCE SHALL BE A CLASS II-B WELL. (SEE ATTACHED LETTER FROM THE COMMONWEALTH OF VIRGINIA DEPARTMENT OF HEALTH, DIVISION OF WATER SUPPLY ENGINEERING DATED: SEPTEMBER 24, 2001) 13. THERE ARE NO SIGNIFICANT ENVIRONMENTAL FEATURES LOCATED WITHIN THIS SITE. 14. CONTRACTOR SHALL COORDINATE RELOCATION OF EXISTING TELEPHONE PAD NEAR ENTRANCE WITH THE APPROPRIATE GOVERNING AGENCIES. 15. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 305, USE GROUP E (EDUCATIONAL) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODE THAT APPLYS IN CABO Al 17.1-92 ACCESSIBLE AND USABLE BUILDING AND FACILITIES. PARKING ANALYSIS -Off-street parking required for schools and colleges per section 165-27(A) of the Frederick County Code: -1 for each 4 seats in stadiums or auditoriums plus 1 for each 4 students. -Total parking required: 32 spaces (2 of which must be handicapped accessible) Note: There is no proposed auditorium or stadium The proposed school has a maximum student enrollment of 125. (75 of which are pre-school students) (50 of which are between K-6 grade) -Total parking provided: 32 spaces (2) of which are "reserved" for handicapped use both of these "reserved" spaces are "van accessible". Note: 4 of the required 32 parking spaces are provided as drop-off/pick-up spaces located at the front of the proposed building. -Loading spaces required: 0 -Loading spaces provided: 4 PROPOSED SITE STATISTICS CURRENT OWNER: Oakcrest Builders, Inc. 2055 Valley Avenue Winchester, Virginia 22601 FUTURE OWNER: The Winchester Montessori School 1905 Henry Avenue Winchester, Virginia 22601 Shawnee Magisterial District PIN: Parent Tract TM# 77-A-26B Proposed Parcel TM# 77-A-26C DEED BOOK NUMBER: Parent Tract DB. 908, PG. 487 Proposed Parcel to be assigned LOT ACREAGE: Parent Tract 41.51 AC. Proposed Parcel 5.00 AC. CURRENT ZONING: RA EXISTING USE: Agricultural/Undeveloped PROPOSED USE: School BUILDING SETBACKS REQUIREMENTS: Front = 60' (West Parkins Mill Road) Side = 100' Rear = 100' BUILDING SETBACKS PROVIDED: Front = 130.24' (West Parkins Mill Road) Northeastern Side = 122.26' Northwestern Side = 187.27' Rear = 274.74' LOT AREA REGULATIONS: Minimum lot are required = 5.0 acres Minimum lot area provided = 5.0 acres LOT WIDTH REGULATIONS: Minimum lot width required = 250' Minimum lot width provided = 428.74' BUILDING HEIGHT: Maximum allowed building height = 35' Actual building height per architectural plan is less than 35' THIS PROPERTY LIES WITHIN FLOOD ZONE "C" - "AREAS TO BE DETERMINED TO BE OUTSIDE 500 - YEAR FLOOD PLAIN", ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 510063020OB: EFFECTIVE DATE: JULY 17, 1978, existing 8' wide N/F trail Baker - - - _ - - - - existing PIN 77-A-25 steel pipe WB 1 1 5 - P 1039 inv.=662.0 Zoned: RA \ \ existing 12" cmp Use: Agricultural inv.=662.2 existing existing fence existing � � \ � - - - _ gate existingexisting remains steel pipe ingress/egress 20' , a - - 9ress S existing wide inv.=662.6 _ - _ \\ - - _ _ easement trail 20„ oaR, X existing 12 cmp N 7�57'_---_--- X = 62.8 535.77' --- N/F Oakcrest Builders, Inc., 36.5133 Acres PIN: 77-A-26B Zoned: RA Use: Agricultural DAYS AND HOURS OF OPERATION FACILITY IS OPEN MONDAY-FRIDAY. FACILITY IS OPEN TO STAFF 8:00cm TO 4:00pm. 50% PRESCHOOL STUDENTS ON SITE 9:00cm TO 12:00noon 50% PRESCHOOL STUDENTS ON SITE 9:15am TO 12:15pm. K-GRADE 6 STUDENTS ON SITE 9:00am TO 3:00pm. TRIP GENERATED TRAFFIC VOLUME 20 TRIPS: STAFF ARRIVAL/DEPARTURE 300 TRIPS: PRESCHOOL PICKUP/DROPOFF 200 TRIPS: K-6 PICKUP/DROPOFF 520 TRIPS TOTAL PER WEEKDAY -0- TRIPS ON WEEKENDS EXISTING TRIPS ON STATE ROUTE 644 560 TRIPS (BASED ON 1995 VDOT STUDY) irf PROPOSED 30LF 15" CL. III RCP \ PROPOSED ST'D MH-1 4' DIA. WITH DI-1 GRATE TOP - 'D (SEE DETAIL SHEET C-5) SANITARY SEWER NOTES: 1. PROPOSED SANITARY SEWER DISPOSAL SYSTEM HAS BEEN DESIGNED BY: PATRICK B. RACEY, P.E., CONSULTING CIVIL ENGINEER P.O. BOX 103 LURAY, VA 22835 Ph. (540) 743-9227 - - - - - _ _ _ 10b' building setback 2 THE PR0P SED METHOD OF SANITARY �EW `E` R - - - - - - DISPOSAL IS AN AQUAROBIC SINGLE BATCH + MINI -PLANT AND RECIRCULATING FILTER TREATMENT SYSTEM. 1 3. PLEASE SEE ATTACHED APPROVED PLANS AND SPECIFICATIONS (SIGNATURE DATE: 02-12-2001) FOR CONSTRUCTION DETAILS AND ENGINEERING REPORT. I 14. A PRE-BACKFILL INSPECTION OF ALL SANITARY SEWER AND TREATMENT COMPONENTS IS REQUIRED ` BEFORE COMPONENTS CAN BE COVERED; 'ONTACT I THE HEALTH DEPARTMENT TO ARRANGE FOR THE INSPECTION. UI0 1000 GPD BATCH U; TREATMENT SYSTEM ail BY . _IUAROBIC c �I + C/OUT I LOCATION OF PROPOSED SANITARY SEWER LCASCADE SYSTEM IS SHOWN FOR ILLUSTRATIVE AERATOR PURPOSES ONLY. CONTRACTOR SHALL COORDINATE SANITARY SEWER INSTALLATION WITH THE DESIGN ENGINEER (SEE SANITARY SEWER NOTE #1). i 1 I n-7A -7A' i + -- -- -- ---------- -- -- -- 100' building setback S 20'31'49" E 500.00' existing telephone pad existing 24" oak ------------ 1 ----------- - -- i �\o exi ting fe ce existing irf / r I1s _ _ _ _ _ fence existing - - - - - - - - - -- - remains telephone N/F Oakcrest Builders, Inc., 36.5133 Acres PIN: 77-A-26B Zoned: RA Use: Agricultural PRIME AND SEAL SEE DETAIL SHEET C-6) CONTRACTOR SHALL INSTALL CG-12A HANDICAP RAMP AT VDOT INSPECTOR DISCRETION (SEE DETAIL SHEET C-6) 0� TRIAD ENGINEERING, INC. www.triodeng.com ro i 0 / A J E E 0 r 2. U U o U 0 0 a a 'Cm 1c, 0 .Ld LA N `-,exi ting 12" CMP inv - 76.Il __ =12.5 1rf :; ::: o o I P OPOSED -- - 'P ST'D DOT CG-11 �^ II EN RANCE c'' II PIN: 77-A-22 Ij Zoned: RA x 11 Use: Agricultural 3 0 0 0 I 0 _ N L) DO I 0 c r� I U II a� .- 6 0 U in of Y aD Of CP o o Cnn m o � U , Z W U Q d..J Zz> QWQ [0� - � W W :j a.1 z ch >a< a.z 0 a� ZU U1 INO 0 0' _ LA Moig Ur U) Z '� o z (nzz0Z � OF, I WW� Z=416� J .JUWI `^^�ZmW �OU�aQo V) _jam_ ' ZTQ lJ Z= U}'UW r z6 CLWZ NcD a a_pU 0 =o zLU z' LW Q > W dJ o UDENNIE D. DUNLAP III> No. 035809 0z /i3 /•2 � �VONAL E PROFESSIONAL SEAL J Lj Q > Lj N z Lj (n = D V�O ZC)Y U) U cn Fe LLI W ~ W _ W 0 LL. M OR W W 1 �PAVEME T SECTION SHALL 1 MATC EXISTING WEST I PAR INS MIL ROAD TYP. SECTION. EX END TO R.o.W. OR END OF Drawing 1 RA US, WHI NEVER IS GREATER. 11 1 (SEE `NTERFA E DETAIL SHEET C-6) Number: 1 1 1 I I e fisting 15" RCP C-4 1 1 in .=674.6 NO. TITLE KEY SYMBOL 3.02 TEMRY CONSPORATRUCTICONONDNE ENTRANCE CE NROAD J.03 STAB�T ON p 3 - SILT FENCE TEMPORARY F.]SEDIMENT BASIN B J.I e OUTLET PROTECTION 0 P V41'?149ZE /\ l/EZ. = 2.95 ff/sec. 10 YR. VAR/ABLE HT. = 0.69 ' TYP/CAL /VOA TH S�1/,4L E SAC T/D/V NOT TO SCALE 2 YR. VEZ. = 2.85 ft/sec. aF /0 YR. HT. = 0.6.T' TYP/CAL SOUTH Sly% L 17 SZ-CT/O/V NOT TO SCALE SEDIMENT BASIN TO DETENTION BASIN CONVERSION NOTES: SEDIMENT BASIN OUTLET STRUCTURE FOR THE BASIN IS DESIGNED SO THAT IT CAN BE CONVERTED, IN PLACE, TO THE CONFIGURATION REQUIRED FOR THE STORMWATER DETENTION BASIN STRUCTURE THE FOLLOWING ITEMS NEED TO BE ADDRESSED TO COMPLETE THE CONVERSION 1 REMOVE PERFORATED 6" POLYETHYLENE TUBING AT THE DE -WATERING ORIFICE, 2 INSTALL REQUIRED ORIFICE_ AT BOTTOM OF STAND PIPE - BASIN - 12" DIAMETER ORIFICE AT EL. 665.0 6" PERFORATED POLYETHYLENE TUBING Top of Riser 669.0 Top of Wet Storage 668.0 Wet Storage POLYETHYLENE CAP ST'D DI-1 GRATE TOP TO FUNCTION AS ANTI -VORTEX COLLAR 4' Diameter — 669.0 Precast M.H. N Structure . 6" Dewatering ,Orifice el 665.0 ---- I nv. 665.0 15" RCP -- CLASS 111 @ 0.5% Contractor to ensure precast structure is adequately c a a anchored to footer. 18' C O If R E T Ea F O O,T E'R 6" VDOT #57 Stone B' SEDIMENT BASIN STANDARD VDOT DI-1 GRATE TOP 100 yr. 667.71 — 669.0 10 yr. 667.20 4' Diameter Precast M.H. . 2 yr 666.74 Structure 12'' Orifice Inv 665.0 Inv. 665.0 15" RCP CLASS III @ 0.5% Contractor to ensure precast structure is adequately anchored to footer. 18' C O I\PC R E T Ea F O O,T EIR 6" VDOT * T' #57 Stone 8' DETENTION BASIN existing 8• wide N / F trail Baker existlt' q fena',6 existing remains steel pipe inv.=662. x irf x N/F" I Oakcrest Builders, Inc., 36.5133 Acres PIN: 77—A-26B Zoned: RA Use: Agricultural el 670.5 TOP OF BERM el 670 5 TOP OF BERM el. 669.5 EMERGENCY SPILLWAY 175' COVEI SEW MIN. 2' irf NOTES: 1. REFER TO DETAIL SHEET C-6 FOR ER05 CONTROL DETAILS. 2. LIMITS OF DISTURBANCE SHALL BE THE GRADING OPERATIONS AND/OR THE PRC 3. CONTRACTOR SHALL REFER TO THE ERO�._.. ...._ ___...._... CONTROL NARRATIVE FOR CONSTRUCTION SEQUENCING NOTES. 4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM PROPOSED BUILDING AND BUILDING FOOTING/FOUNDATION AT ALL TIMES DURING CONSTRUCTION. Oakcrest Builders, Inc., 36.5133 Acres PIN: 77—A-26B Zoned: RA Use: Agricultural �' TRIAD ENGINEERING, INC. www.tric an .corn a / 41bN �9/ a E U L o / � U / Y u 0 5.00' .15' .15' B9'06'05"W —A-24 RA ricultural -A-23 RA cultural 2" CMP i CMP PIN: 77—A-22 Zoned: RA Use: Agricultural 1 � I j 11 1 1 I 1 1 e isting 15" RCP 1 1 -in .=674.6 0 0 Lri o o , V _ N 00 0 o I � i m U =u o c m o U V) cn 1] Y Of Q m ; U O 10 O 0 t p U U Z �a D U Q F . > V J • LO () � cn Z <> 11Z� z QwQ m� Z t+> cl:> 3' •QQ5Ocn6 ces?g rrz^^Uae0XjI LJ v Z Z Z L o> O MV x Lj O W� inz ZUZ2 —wa W0 z W g ° IF, 3 .- Z= w o J• J _Q �ai�mrc > 0 < < `WQ 5z2uj>8 V ),Of 'ZIP>Wpl Z��;" QUUiFr. zQ JWZ U) aQ a0Q Wo LiZI o z1 > 3 W Q > 7 N� N I..L • Me- 4ct�Q`I,TH OF vDENNIE D. DUNLAP ID> No. 035809 02 /13/o Z 4' �S�ONAL Z�� PROFESSIONAL SEAL -' Z �o> W L) � z — (/) Wtoz o =-o QU U FC U 00: N Z 0 v 0 � W W LLJ F-- ,v La o W I-- 0 �ZOC V)Z a Drawing Number: C-5 ZW05/0/V COV TT�OL /VOTL�S, 1. THE CONTRAC701? SHALL ARRANGE FOR A PRE-CONSTRUCT/ON CONFERENCE W111 THE APPROPRIA TE ZROS/ON AND SED/MENT CONTROL D/RECTOR 49 HOURS PR/OR TO BEGINNING WORK. TEMPORARY SEEDING PLANTING DATES: SPECIES SEPT. 1 - FEB. 15 2. ALL ERGS/ON CONTROL L9,FWCES AS 5110MVV OR AS REQU/RED ARE TO BE CONSTRUCTED TO STANDARDS AND SPEC/F/CA TONS OF WRG/N/A CROS/ON AND CONTROL HANDBOOK FEB. 16 - APR. 30 (LATEST EDITION) AND ARE TO BE IN PLACE PRIOR TO ALL CONSTRUCT/ON. _3. THIS PLAN /S NOT COMPLETE W 111OUT THE APPROVED NARRA P111 MAY 1 - AUG. 31 4 EROSION AND SED/MENT CONTROL &Lr_ASURES SHALL BE MAINTAINED CONTINUOUSLY 11?R OCATED WHEN AND AS NECESSARY AND SHALL BE CHECKED AFTER EIiERY RAINFALL. SEEDED AREAS SHALL BE CHECKED RFOUZARL Y AND SHALL BE WATEi4'ED, FERT/L/ZED, RESEEDED AND MULL CHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 5 ALL DISTURBED AREAS NOT PA TIED OR BULL T UPON ARE TO BE FERAL/ZED, SEEDED, AND MULCHED BY THE CONTRACTOR IN ACCORDANCE WIH THE WRG/N/A ERGS/ON AND SED/MENT CONTROL REGULA TONS. (LA TEST ED/T/ON� 6. {yi"/EN THE CRUSHED STONE CONSTRUCT/ON ENTRANCE HAS BEEN COI EREO WITH SOUL OR HAS BEEN PUSHED INTO THE SOUL BY CONSTRUCT/ON TRAFFIC, /T SHALL BE REPLACED W/7/ A DEPTH OF STONE EQUAL TO THAT OF ORIGINAL APPL/CA ION. 7. ALL OBAIN INLETS SHALL BE PROTECTED FROM SLL TAT/ON INEFFECTII LL PBOTECAON DI-WCES SHALL BE /ARMED/ATEL Y REPLACED AND THE INLET CLEANED. FL USN/LAG /S NOT AN ACCEPTABLE ME7110,0 OF CLEAN/NGA 8. GRADE AREAS ADJACENT TO BUILDING TO ACH/EI/E ORA/NAGS AWA Y FROM THE STRUCTURE AND TO PREI/ENT POND/LAG /N 5WAZZ- 9. PERMANENT OR TEMPORARY SOUL STAB/L/ZA AON SHALL BE APPLIED TO DENUDED AREAS WITHIN 5Z-W-N DAYS AFTER FINAL GRADE /S REACHED ON ANY PORTION OF THE 51IL- TEMPORARY SOIL STAB/LIZA 17ON SHALL BE APPLIED WITHIN 51_ i N DA YS TO DENUOEO AREAS THAT MAY NOT BE AT FINAL GRADE BUT WZZ REMA/N DORMANT FUND/STUBBED% FOR L ONGER THAN J0 DA Y5 PERMANENT STAB/L/ZA AON SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR 10. DURING CONSTRUCT/ON OF THE PROJECT, SOUL STOCKPILES SHALL BE STAB/L/ZED OR PROTECTED W/7// SED/MENT TRAPPING MEASURES. ». SED/MENT BASINS AND TRAPS, PER/METER D/KES SED/MENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SED/MENT SHALL BE CONSTRUCTED AS A FIRST STEP /N ANY LAND- D/STURB/NG ACT/IiI'TY AND SHALL BE MADE FUNCTIONAL BEFORE UP5Z OPE LAND DISTURBANCE TAAT5 PLACE. 12. STABILLZA AON MEASURES SHALL BE APPL/EO TO EARTHEN STRUCTURES SUCH AS DAMS, D/KES AND D/li£RSIONS AM,"ED/A TEL Y AFTER INSTAL L A T/ON. 1.f ZINDERGROUND UTILITY LINES SHALL BE INSTALLED /N ACCORDANCE W/TH THE FOUL OWING STANDARDS /N ADDIT/ON TD OTHER APPL /CABLE CR/TER/A. NO MORE THAN 500 L/NEAR FEET OF TRENCH MAY BE OPENED AT ONE T/ME. R,. F.YCA!// If MATERIAL S11AZZ BE PI -ACED ON THE UPHILL S/DE OF TRENCHES. C. -_FFLVENT FROM DEWATER/NG OPERATIONS SHALL BE F/L TERED OR PASSED THROUGH AN APP199VL'29 SED/MENT TRAPPING DEI/LCE, OR BOTH, AND DISCHARGED /N A MANNER THAT DOES NOT ADl/ERSEL Y AFFECT FL OWING STREAMS OR OFF -SITE PROPERTY. D. HATER/AL USED FOR BACK FILL/LAG TRENCHES SHALL BE PROPERL Y COMPACTED /N ORDER TD M/N/M/ZE ERGS/ON AND PROMOTE STAB/L/ZAT/ON F. RESTAB/L/ZAT/ON SHALL BE ACCOMPANIED /N ACCORDANCE W/TH THESE REGUL.4T/ONS. F. APPL/CABLE SAFETY REGULATIONS SHALL BE COMPLIED W/TI/ 14. WHERE CONSTRUCTION W_HLCLE ACCESS ROUTES INTERSECT PA kfE9 PUBLIC ROADS, P75'OWSIONS SHALL BE MADE TO W1N/M1ZZ_ THE TRANSPORT OF SED/MENT BY k1F111CULAR TRACK/NG ONTO THE PA {i£D SURFACE. WHERE SED/MENT /S TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED TIIO/ROUGHL Y A T THE END OF EACH DA Y. SED/MENT SHALL BF REMOI�£D FROM THE ROADS BY 5110tIELINC OR SHEEP/NG AND T, FANSPORTEO TO A SED/MENT CONTROL DISPOSAL AREA. STREET WASH/NC SHALL BE ALL OWED ONL Y AFTER 15 /?1_A10 1FD /N THIS MANNER 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED N9THIN JO DAYS AFTER FINAL S/TE STAB/L/ZA AON OR AFTER THE TEMPORARY MEASURES ARE NO L ONGER NEEDED, UNLESS 0T7/E/ WSW-- AUTHORIZED 9Y THE L OCAL PROGRAM ADM/N/577?A TOR TRAPPED SED/MENT AND THE D/STUBBED SOIL AREAS RESUL TING FROAl THE D/SPOS/T/ON OF TEMPORARY MEASURES SHALL BE PERMANENIZ Y STAB/L/ZED TO PBEI/ENT FURTHER EBOS/ON AND SED/MENTA T/ON. 16. ALL DISTURBED AREAS NOT PA TIED OR BU/L T UPON SHALL BE TOP SEEDED, MUL CHED AND FERT/L/ZED. PERFORM PERMANENT TOP SOILING, SEED/NGA LANDSCAPING, FERAL/ZING, AND MUL CH/NG AS SOON AFTER FIN15H GRADING AS POSS/BILE. SEED/NG SHALL COMPL Y WTH THE FOUL 0`YIN6- A. TOPSOIL - 4 INCH MIN/MUM FOR PERMANENT TURf B. FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZE OR E001VALEN7_ POUNDAGE OF DIFFERENT ANAL YS/S. WORK INTO SOIL PR/OR TO SEED/NGA C. L/ME (PERMANENT SEED/NG) - AGR/CUL TURAL L/ME SPREAD AT RA TE OF 2 TONS/ACRE. 0ORIr INTO SOIL PR/OR TO SEED/NGA D MUL CH - CHOPPED SIWAW A T RA TE OF 2 TONE PER ACRE AND TACKED IN PLACE. HYDRO-MUL CH A T RA TE OF JO BALES PER ACRE. OUTLET PROTECTION DIMENSIONS OUTFALL FROM Do DISCHARGE D50 Lo W STR. BASIN 15" 3.80 CFS 6" 8M 10' ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) CEREAL (WINTER) RYE (SECALE CEREALE) ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) GERMAN MILLET (SETARIA ITALICA) RATE IN LBS. PER ACRE 50 -100 Ibs. / acre 50% 50% 60 - 100lbs. / acre 100% 50lbs. / acre 100% PERMANENT SEEDING MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 Ibs. / acre KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-10% KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN 125 Ibs. / acre MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA GENERAL SLOPE (3:1 OR LESS) 150 Ibs. / acre KENTUCKY 31 FESCUE 85% RED TOP GRASS 3% SEASONAL NURSE CROP** 12% GENERAL SLOPE (STEEPER THAN 3: 1) 150 Ibs. / acre KENTUCKY 31 FESCUE 70% RED TOP GRASS 3% SEASONAL NURSE CROP** 13% CROWNVETCH**** 14% SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. ** SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. IF FLATPEA IS USED, INCREASE TO 30 Ibs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. **** WEEPING LOUEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS. ADD 10 - 20Ibs. / acre IN (MIXES. CHANNEL INSTALLATION C:\ENG\CHANNEL.DWG NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRRICAL POINTS ALONG THE CHANNEL SURFACE. REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. A 1_B C CRITICAL POINTS A OVERLAPS AND SEAMS A B. PROJECTED WATER LINE B C C. CHANNEL BOTTOM/SIDE SLOPE VERTICES 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6' DEEP X 6' WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6. OVERLAP. USE A DOUBLE ROW OF - STAGGERED STAPLES 4' APART TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6' DEEP X 6" WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4' OVER THE CENTER BLANKET AND STAPLED (2- FOR C350 MATTING). 7. HIGH FLAW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT IN INTERVALS. USE A ROW OF STAPLES 4' APART OVER ENTIRE WIDTH OF THE CHANNEL PLACE A SECOND ROW 4' BELOW THE FIRST ROW IN A STAGGERED PATTERN. B. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6' DEEP X 6' WIDE TRENCH. BACKALL AND COMPACT THE TRENCH AFTER STAPLING. NORTH A M E R I C A N 14649 HIGHWAY 41 NORTH, EVANSVILLE• INDIANA 47711 GREEN USA 1-800-772-2040 CANADA 1-800-448-2040 END -SECTION 12'- 60' PIPE ALTERNATE ENO -SECTION 12'- 60' PIPE ES-1 Huh Wd . nAWE ad --Nil- HNh Wd on au14 rd-s- Sogd WI m Nit Wd-rMclMrr SPigd NH1 Nn M11d NvWyvd.. x x x x E E Concrete to be 40M PSI Min. Concrete to be 4000 PSI Min. PLAN PUN C B •ET � N+k sw I.Wk IaIIWOWII� L �Dt f E�r�E� SECTION X-X END VIEW SECTION X-X END VIEW ENO -SECTION DIYEHONS DWI. A B C D E 12' 4' 2'-0' 2'-0' 4'-0' 2'-0' 15' 6' '-3' 1'-9' 4'-0' 2'-6' 18' 9' 2'-3' 1'-9' 4'-0' 3'-0' 24' 9 1 2 ' 3'-7' 2'-6' 6'-1. 4'- 0. 30, 1'-0' 4'-6' 1'-7 3 4 ' 6'- 1 3 4 36' 1'-3' 5'-3' 2-10 3 4 8-1 J 4 6'-0' 42' VA. 5'-3' 2'-11' 8'-2' 6'-6' 48' 2'-0' V-0' 2'-2' '' 8-2 7 '_0 54' 2'-3' S'-5' 2'-9 1 4 ' 6 -2 1 4 7'_6• M. 2' 5'-0' 3'-3' LNIrT' L'•��t•)•tN�t�� DO®i711��c3iEt�Da1G�►di�i rC B NONE Pipe o hM- IItion D plan Ora based NR Erd-$ednrl (le61gn IRhoWn on loft Ii the m itructr elects to Lee the abrr to design Dhow) NR OM121, the right ergtlW will be redamd by the rrma in d'F rsion 'D'. SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT or TRANSPORTATION NEW PAVEMENT PRIME COAT MIN. 1.5" OF 12A SURFACE MIX MIN. 3' OF BM25 MIN. 8' OF 218 (2) COATS 4" WIDE PAINT STRIPING TRAFFIC LINE WHITE, TYP. ALL H.C. STALLS TO BE SINGLE STRIPED. TYP. HANDICAP USE SIGNS I3 I3 W& z11z7zzzzz // z1z7zzz � HANDICAPPED PARKING STALLS NOT TO SCALE REM' IVE EXIST. ASPHALT PAV` VENT (SAW CUT) MIN. TACK COAT EXISTING PAVEMENT INTERFACE NEW PAVEMENT WITH EXISTING PAVEMENT TYPICAL SECTION NOT TO SCALE CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILI. AND COMPACT THE EXCAVATED SOIL. J�_ FL 0 W � G =11 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 3..W Nt �7aai NATO .NI ��`_�rcli`�►�\\+��`/+✓��,rwtr.'••.'' !ice=�:i�1�\�I_. SUBG240E 4 BOOT 1577" 11 AGG. BASE SIZY 141AI K DETAL NOT TO 5G4LE PIPE OUTLET CONDITIONS A A IIPE OUTLET TO FLAT LREA WITH NO DEFINED CHANNEL L a 0 % d _Rmm�qw 7- SECTION A -A FILTER CLOTH KEY IN B'-G'; RE0010II[ENDED FOR ENTIRE PERD03TER T L 3do (MIN.) PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L a 0 % d SECTION A -A FETER CIAOTH KEY DE 6•-0'; RECO)OIENDED FOR ENTIRE PERDCEM NOTES: 1. APRON LINING WAY BE RMPAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE, 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.6 TIMES THE MA301" STONE DIAIdETER. BUT NOT LESS THAN 8 INCHES. Source: Va. DSWC Plate 3.18-1 STONE CONSTRUCTION ENTRANCE EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION 70' MIN. B VASHRACK T VDOT k1 I ~� POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH PLAN VIEW OF INGRESS AND EGRESS OPERATION FILTER CLOTH -� REINFORCED CONCRETE• DRAIN SPACE SECTION B-B SOURCE: ADAPTED from 1983 Maryland Standards for Soil eroslon and Sedlrmint Control, and Va. DSWC Plate 3.01-1 ••f �al :�• .::11rr�••i �:i`.f;•S�. �1� .1 f• " � _f_ • J CF7 NDT[Y L INS ITEM MAY WE PRECAST OR CAST IN PLACE. 2. CONCRE TE TO 6[ CLASS A3 IF CAST N PLACE. 4000 rSI F PRECAST. 3. COMBINATION CURB 6 GUTTER HAVING A RADUS OF 300 FEET OR LESS IALNXNG FACE OfClllfl SHALL BL PAID FOR AS RADIAL COMBINATION CURE 6 UTTER. A FOR USE WITH STABILIZED OPEN -GRADED DUNNAGE LAYER THE BOTTOM OR THE CURB AND GUTTER & BE CONSiRUCiED PARALLEL TO THE SIiS�C OF SUBBASE CDOMS D ATO THE DEPTH OF THE PAVEMENT. 5 THIS CURB MAY BE USED WITH ANY DESIGN SPEED BUT IS REQUIRED WHEN DES"SPEED 5 GREAT It THAN 40 MPH ON RUSK HIGHWAYS AND 45 WIPH N O(VELOPED URBAN 6 SUBURBAN AREAS. 6 WHEN TNS STANDARD 5 TO BE TIED INTO EXISTING BARRIER aAB. THE TRANSITION 15 TO BE MAD( WINN V OR THE CHANGE INNDDS STAARMAD( AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB RIND GUTTER IS USED, Tot STANDARD ENIRANC( GUTTERS OR STANDARD CONNECTION FOR STREET NIERSECTIONS ARE TO HAVE THE MOUNTABLE CLAD CONFIGURATION INCOAPORAIEO. THIS AREA MAY BE CONCNE TE AT THE OPTION OF THE CONTRACTOR 2" N 2 F-- -I' R I D• D D • D • D • D II" • ,• • • • 7.. 0 D D - - - - - - - - - - - THE BOTTOM OF THE CURB AND GUTTER MAT BL CONSTRl1C 1C0 PARALLEL 10 THE SLOPE O SUBBASE CORSES PROv10ED A MN. DEPTH OF 7' IS MAINTAINED COMBINATION 4" CURB & GUTTER VOGNA OEOARIMENT OF TRANSOORIATION 105 502 ..STREET APPROACH SAME sA --I SURFACING AS MAINLINE fie, ::15 TO BE AS I.y{ 1 aN ON PLANNSI 1 17f C I ROADWAY C -- _ _ _ L (RAOX S TO BE AS I SHOWN ON PLANS) r2.. 1 S 1'0 CG 12 I CURB AND cuTT ARADK CO.BINA ON_IX I I B STD. CG 61 -- - -- .'SIDEWALK I I CLASS U \. :. a. ' 1 H OPTIONAL6" CONCRETE EXPANSION :•...VI `^I EXPANSION JOINT A _J xi NOTE WIDTH "B" 2'-0-' OR A$ W 4A/ANt flOADWAY SECTION C-C SHOWN ON TYPICAL SECTION. PLAN VIEW ® COINSTRUCI GRADE CHANGES WITH A PARABOLIC CURVE. ® WHEN THE ENTRANCE RAOICANNOT ACCOMMNODATE 10'PARABOLIC CWv[ THENHK I,RREGURE VENTS OF ANTICPATEO HEAVY TRUCK TRAFFIC THE DEPTH FOR SIDEWALK A CURB RAMPS W17NN tHE LIMITS O THE RAD•SHOMAD BE EDGE OF SHOULDER OR a i MAX D INCREASED TO 7". OPTIONAL FLOW lNE �E CHANCE - ® - -- - - O D WHEN ST'O CC-ITIS USED FOR ENTRANCES BUILT M ROADWAY MAINLINE OAD - - - - - - - - - - 7 IN CONJIIK ION WITH vDOT PRO.[CTS, PLC ASE e 1 MAX - - D NOTE THE FOLLOWING SLOPE CHANGE - 40 WIN FOR 51REET - - D )KM _ PAVEMENTINE SHALL TRUCTED 5 M6N TO THE F/W LNEIE ANYSSSLBGRADE 0'DE SRABLE FOR COAMMEflCI STABILIZATION REOUPIED FOR MAINLINE PAvCMENT WHICH CAM BE GUTTED IN ENiq ONCE TIE ENTRARCCA SECTION A - A ® RADIAL CURB 00 COMWNATION CURB GUIDELINES FOR GRADE CHANGE D NOTEfBiEECTONrST� TED BBEYO UT JEHE R LINE REPLACEMENT PURPOSES. WHEN uSC CI w CON,ARNC ION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXANAA CGE-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS 10 BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. NIGH (MOR( THAN 1500 VPO) 0 R 3 1 MEDIUM (500 1500 VP01 i3 6 a ITIU ALL SI ANOARD CG12 FOR CURB HANF OE SIGN HE USED WI ( IH HIS SI ANDANU. LOW (LESS THAN 500 VPD) s Is 1 a X * PLAT ARE TO 0'DCATE WHEN CONSTRUCTION Of A FLOW LINE 5 REQUIRED TO PROVIDE POSIT VIE DRAINAGE ACROSS THE EN TRANCE. OFIDONA FLOWLNE MAY REOIARE WARPING OF A PORTION OF GUTTER 70 PRECLUDE P'ONDING OF WATER SPECIFIC METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT O rRANNSPORTA110N CO-12A 7" WHERE STI)CG-3 OR i CG•7 4. a..0_ 4' 0'• 4 p r STDCG e2 MAX.12.Ix l. 4e1 AAA. 20, 1 SECTION A -A A e 5 DOWELS. e" LONG 50 3 0- 5'-0' • 12, C•C PERWSSBLE PERMIS_ SLOPE D.1 CONSTRUCTION JOINT �. CONSTRUICTION JOINT MAXIMUM stilz B y f3� B SECTION B-B a `L 1 ® LYTS or EXPOSED AGGREGATE SIDEWALK IIILLL___�- I ® ACCESSIBLE ROUTE 5 DEFINED AS A CONTINUOUS DNOBSTRUCYED ATH CONWCTT166 ALL ABLE ACC SSBLE ELEMEAND SLIP NTS OFTA A F TANGENT PLAN FACULTY THAT CAN BE APPROACHED. ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES •. a� a i1K OELGNN i0 BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANCING (4e" WIDE) REGUIRED AT TOP OF CURB RAP. M16MAY CURB RAMP LENGTH a FT. FOR NEW CONSTRUCTION.6 FT. FOR ALTERATIONS. p 1 CURB RAMP FLOOR TO BE CLASS A 3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL Y e DETECTABLE WARNING SUKACE COVERING THE ENTIRE WIDTH OF THE RAF FLOOR (RAMP FLOOR NAY BE PRECAST OR CAST N PLACE). THE DETECTABLE WARNING SHALL BE PROVDEAGGREGATE D BY AN EXPOSED AGEGATE ((11 ffnI11I ffnI11I ffnI11I FLASH. RAP SHALL NOT EXCEED A MAXIMUM SLOPE OF 1211. IIti, II 11 Rq••WA.II SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR Sy USING II II II II PERMISSIBLE CONSTRUCTION JOINT WITH RCOURCD BIAS. TYPICAL PLACEMENT TYPICAL PLACEMENT W RAMP FLOOR IS PRECAST, HOLES MUST ORE PROVIDED FOR DOWEL BARS $O THAT ADJOINING FLARED AT INTERSECTION SIDES CAN Y CAST INPLACE AFTER PLACEMENT OF PWCAST RAP FLOOR. PRECAST CONCRETE SHALL AT INTERSECTION BE CLASS A.. WITHIN CROSSWALK WITHIN CROSSWALK REOURED BARS ARE TO BE NO.5 X e" PLACED rCENT[R TO CENTER ALONG BOTH SIDES OF THE RAMP (WITH BUFFER STRIP) FLOOR. MO-OEPTH OF RAMP FLOOR. WNINUAN CONCRETE COVER P/;". CLOW RAPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE 90EWALK AND EXPOSED AGGREGATE SIDEWALK. COHFLETE-IN-PLACE. CURB/CURB AND GUTTER SLOPE IIIMSITIINS ADJACENT 10 TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/GUNS AND GUTTER. WHEN USED N CONANCDON WIN STANDARD CG-3 OR CG-7, TIE CUB FACE ON THIS STANDARD 16 TO BE ADJUSTED TO MATCH THE MOUNTABLE CURS AND CONFIGURATION.CURB RAMPS ARE TO IX LOCATED AS LAWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER d, THEY ARE TO !E PROVIDED AT INTERSECTIONS WHENEVER AN ACCESSABLE ROUTE ® WITHIN THE NIGHT Of HW WAY OF A HIGAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST E LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS DIAGONAL VARIATION OR AS ONECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FINE HYDRANTS, DROP KITS. ETC. WLL ALSO AFFECT PLACEMENTCIF M PERPENDICULAR CURB RAMP " (ACCESS FOR MOBILITY IMPAIRMENTS) 105 of VIRGINIA DEPARTMENT OP TRANSPORTATION L TRIAD ENGINEERING, INC. www.triodano.com I;II•IIIIIIII (o O p _ O I N U 1D e) I0 o EO O 1 U C p 0 I 0) 00 4- o c 0 o o U ° In 23 Y 0 C \ LY OT m 3 0 ❑ EYj (L_D t p U U , Z W N_ D U Q > V Uld-t�- ��- Z Z' QzQ m� -�wQ WZM N>a- O.ZJD:O W D O Y S Fn (� Z �1� o�zOf � N�zU Oz_ I W WQW Q Z J• J U W >U' QI-pi< D �w`'AEU'_ NNLL oaz() UzUJ V 'C > ZI zz< JWZ W�On 0. p0 2a GNU UL0 z, z Q W W Q > N- W L.L • �I,TH OF L O UDENNIE D. DUNLAP IIIa No. 035809 oz I13/v2 41 �sIoNAL PROFESSIONAL SEAL Cn J �0> ZQ W .1C)�V _W F- p w c!) Z U _ 0 � � 0 ZC) �Z Woo V / o/ V Z� ?z� L oW U So L Z Drawing Number: C-6 TIE DESCRIPTION w IN V.,. C 11F1 TER i I a VICINITY MAP 1 " = 1000' REV. 01 -09-2002 INDEX ��������REV. REV. 02-01 02-21-2002 -2002 REV. 02-28-2002 SKEET NO. COVERSHEET.........................................................................0 —1 NOTES & LEGEND..................................................................C-2 EXISTING SITE CONDITIONS. .................................................. C — 3 SITEPLAN..............................................................................C-4 SITE GRADING AND E&SC PLAN .......................................... C-5 CONSTRUCTION AND E&SC NOTES AND DETAILS ............... C-6 Tlie Wirlc�11_esteir- mc) rite S S c31-i S c�llc) C31 1905 Henry Avenue Winchester, VA 22601 Phone: 540.667.1184 �N11E�� B-zxilclex-s, L.L.C. 2055 Valley Avenue Winchester, VA 22601 III Phone: 540.722.4100 ���,LTx o� wlm o F"6 vDENNIE D. DUNLAP III No. 035809 ti� ZS"OXAL S� RESPONSIBLE LAND DISTURBER: Name: Dennie D. Dunlap III Certification #: 035809 Exp. Date: July 31, 2003 The responsible land disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. Prior to issuance of occupancy permit, subdivision shall be recorded and approved by the Frederick County Planning Department. Approved by the Zoning Administrator rak/ Zoning Administrator Signature 03/0//d" ate Note: Site plan is valid until 5 years after approval date. MAL' S[a A FIROVED il:flw-nUATE a7 ENGINEERING, INC. www.triadeng.com 200 Aviation Drive P.O. Box 2397 Winchester, VA 22604 Phone: 540-667-9300 Fax: 540-667-2260 E—mail: officeCa)tri.ad—winc.com 971 Acorn Drive P.O. Box 1448 Harrisonburg, VA 22802 Phone: 540-434-4135 Fax: 540-434-5841 E—mail: off ice®triadengineering.neL GENERAL NOTES 1. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS, AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES IN WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES WITHOUT CLARIFICATION FROM THE ENGINEER OF RECORD, SHALL BE DONE AT THE CONTRACTOR'S RISK. 2. THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TEST PITS AT ALL LOCATIONS WHERE PROPOSED CONSTRUCTION CROSSES EXISTING WATER, GAS AND FIBER OPTIC LINES. 3. FORTY - EIGHT (48) HOURS PRIOR TO ANY EXCAVATION CALL MISS UTILITY 1 (800) 257-7777. 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 5. WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, THE VDOT ROAD AND BRIDGE STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE FREDERICK COUNTY MUNICIPAL WATER AND/OR SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/ STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND THE FREDERICK COUNTY PUBLIC UTILITIES. 6. DRAINAGE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF HIGHWAYS & TRANSPORTATION AND FREDERICK COUNTY. 7. INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH VDOT STANDARD DRAWING PB-1. 8. ALL RIGID PIPE BEDDING (CONCRETE, CEMENT LINED DUCTILE IRON PIPE, ETC.) SHALL BE CLASS C, UNLESS NOTED OTHERWISE ON THE PLANS. 9. ALL UNDERGROUND FACILITIES LOCATED WITHIN THE COUNTY'S RIGHTS -OF -WAY SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF ANY PART OF THE PAVEMENT STRUCTURE. 10. ALL MATERIALS USED FOR FILL OR BACK -FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR ANY OTHER NON -COMPACTIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE. 11. SATISFACTORY MATERIAL FOR USE AS FILL FOR PUBLIC STREETS INCLUDE CLASSIFIED IN ASTM D-2487 AS GW, GP, GM, GC, SW, SP, SM, SC, ML, AND CL GROUPS. THE MOISTURE CONTENT SHALL BE CONTROLLED WITHIN PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM TO FACILITATE COMPACTION. GENERALLY, UNSATISFACTORY MATERIALS INCLUDE MATERIALS CLASSIFIED IN ASTM D-2487 AS PT, CH. MH, OL, OH AND ANY SOIL TOO WET TO FACILITATE COMPACTION. CH AND MH SOILS MAY BE USED SUBJECT TO RESULTS OF THE GEOTECHNICAL REPORT AND UPON APPROVAL OF THE CITY ENGINEER. SOILS SHALL HAVE A MINIMUM DRY DENSITY OF 92 LB/CU. FT. PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 17. 12. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK - FILL AROUND DRAINAGE STRUCTURES OR IN UTILITY TRENCHES OR ANY OTHER DEPRESSION REQUIRING FILL OR BACK -FILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. 13. COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR TEST AND SHALL MEET BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING. VDOT GENERAL NOTES: V1.) ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS. SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2.) ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3.) WHEN WORKING ON VDOT RIGHT OF WAY. ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4.) THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES. INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. V5.) DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS. AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION WILL BE THE RESPONSIBILITY OF THE DEVELOPER. V6.) PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V7.) IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V8.) CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. 14. EMBANKMENT FILL AND TRENCH BACK -FILL SHALL BE PLACED IN LIFTS AT A MAXIMUM UNCOMPACTED DEPTH OF 8-INCHES AND 6-INCHES, RESPECTIVELY. DENSITY TESTS SHALL BE CONDUCTED AT THE FOLLOWING MINIMUM FREQUENCIES: (A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 SQUARE FEET OF LIFT. (B) BACK -FILL AROUND STRUCTURES AND IN TRENCHES: ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH. 15. COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES: (A) SUB -GRADE: ONE TEST PER LANE PER 500 LINEAL FEET. (B) STONE -BASE: ONE TEST PER LANE PER 6" COMPACTED LIFT PER 500 LINEAL FEET. (C) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT PER 500 LINEAL FEET. 16. ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT THEIR INTEGRITY. 17. TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY ENGINEER. FAILURE TO CONDUCT DENSITY TESTS SHALL BE CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. TESTS SHALL BE CONDUCTED AT THE SOLE COST OF THE DEVELOPER OR HIS AGENT. 18. COMBINATION UNDER -DRAINS TYPE CD-1 SHALL BE INSTALLED AT THE LOWER END OF CUT SECTIONS. UNDER -DRAINS TYPE CD-2 SHALL BE INSTALLED AT THE LOW POINT OF ALL VERTICAL CURVES. 19. STANDARD UD-1 AND UD-3 UNDER -DRAINS SHALL BE INSTALLED WHERE INDICATED ON PLANS AND FURTHER WHERE DETERMINED NECESSARY IN THE FIELD BY COUNTY INSPECTORS 20. PAVEMENT DESIGN IS BASED UPON SUBGRADE CBR OF 3 AND AN RF OF 2. UPON BRINGING THE STREET TO APPROXIMATE ELEVATION THE CONTRACTOR SHALL CAUSE SOIL SAMPLES FOR CBR DETERMINATION TO BE TAKEN AT A MAXIMUM INTERVAL OF 300 FEET MEASURED ALONG THE STREET CENTERLINE. THE CBR OF EACH SAMPLE SHALL BE DETERMINED AND THE AVERAGE CBR SHALL BE USED TO DETERMINE THE PAVEMENT STRUCTURE REQUIREMENTS. THE PAVEMENT MATERIALS AND THE AMOUNT THEREOF AS SHOWN ON THE TYPICAL STREET SECTION MAY BE MODIFIED BY THE RESULTS OF THESE TESTS IN ACCORDANCE WITH COUNTY STANDARDS AND IF APPROVED BY THE COUNTY ENGINEER. A COPY OF ALL SOILS TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY ENGINEER PRIOR TO THE PLACING OF ANY BASE OR SUBBASE MATERIAL. THIS WORK SHALL NOT BE REQUIRED ON STREETS CLASSIFIED AS LOCAL/'SUB-CLASS A. PAVING SECTION SHALL NOT BE REDUCED BELOW THE COUNTY MINIMUM SECTION. 21. COUNTY INSPECTORS HAVE FULL AUTHORITY TO REJECT FILL OR BACKFILL MATERIALS, REQUIRE UNDERCUTTING OR SUBGRADE STABILIZATION, REQUIRE PROVISIONS FOR SUB - DRAINAGE, OR REQUIRE OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTOR'S DIRECTIVES SHALL BE CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. 22. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND AS FURTHER DIRECTED BY COUNTYY PUBLIC WORKS DEPARTMENT. 2.3. A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE ISSUANCE OF THE LAND DISTURBING PERMIT. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE COUNTY ENGINEER AND PUBLIC WORKS DEPARTMENT. 24. INSTALL COUNTY STANDARD STREET CENTERLINE MONUMENTS WHERE REQUIRED FOR NEW STREETS. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. 26. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED PRIOR TO START WORK AND SHALL ADHERE TO THE CONDITIONS IMPOSED. 27. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE REQUIREMENTS OF SEC. 59.1-406, ET SEQ. OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINE SAFETY ACT). 28. ACCESS BY EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. ABBREVIATIONS ARCH. ARCHITECT C/L OR CL CENTERLINE C/OUT OR C/O CLEAN OUT CONC. CONCRETE CIS CURB & GUTTER DIA. DIAMETER E.P. EDGE OF PAVEMENT EL. ELEVATION ESMT. EASEMENT EW EXISTING WATER EX. EXISTING F.E. FOUNDATION ELEVATION F.E.S. FLARED END SECTION F.F. FINISHED FLOOR F.H. or F/HYD FIRE HYDRANT F/L FIRE LINE F.W. TOP OF FOUNDATION WALL G.V. GATE VALVE HORIZ.. HORIZONTAL INV. INVERT IRS IRON ROD SET LAT. LATERAL LT. LEFT M/H MANHOLE MIN. MINIMUM NE NORTH EAST NW NORTH WEST P.C. POINT OF CURVE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENT PVC POINT OF VERTICAL CURVE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT R RADIUS R.D. ROOF DRAIN RT. RIGHT SAN. SEW. or S SANITARY SEWER SEW. SEWER STD. STANDARD STM. SEW. STORM SEWER SE SOUTH EAST SW SOUTH WEST S/W SIDEWALK SD SIGHT DISTANCE S.F. SQUARE FEET STIR. STRUCTURE T.B. TOP OF BANK T/C TOP OF CURB T/P TOP OF GRAVEL PAVEMENT TPD TRIPS PER DAY U/G UNDERGROUND VERT. VERTICAL W/L WATERLINE X-ING CROSSING EXISTING F -1 L -1 - 2900 - - x 2876.3 ■arma\I\ PROPOSED mow` E 2900 2898 2893.66 ROADS ROAD CENTERLINE CURB CURB TAPER SIDEWALKS CONCRETE PAVEMENT GRAVEL SURFACE BUILDINGS FENCE DECIDUOUS TREE CONIFEROUS TREE CONIFEROUS SHRUB PROPERTY LINE STORM SEWER INDEX CONTOUR INTERMEDIATE CONTOUR SPOT ELEVATION LIMITS OF CLEARING AND/OR GRADING =:?I L TRIAD ENGINEERING, INC o 0 0 E E 0 C 0 0 t tf U u 13 e u c 0 3 p _ O N O I N V _ m 0 co c m i 4- o c 0 v 0 .0 o p U� c! A A Of p� m c o a) 0 p d p U U Z W U F > �ff��.. �..,/ U Q rn 0 Z z> F- QWQ m Of Ld Ili z Li.63�g z � W for> Z0O0OX� C Ofp-ZOO ZZOZ= L0<w� LJ-�- N w WU �.z� ��63 Z Oho o _._jOLOU m22 �¢Z� VM_jX >OQF- OQ UZVU_j>a •z=it>.W LLJ3Q a00 wo ZO Z 0 } 3 w Q � o 0 LTH 0p - UDENNIE D. DUNLAP M> No. 036809 � 02�13/02�� ti �IVONAL PROFESSIONAL SEAL 0 Z W V)LLJ � w LJJ CO Z =-O U W L) ZpY ?� �U Q W W W �_ ® (f j Z LLI Ld LL. Z Drawing Number: C-2 7 1 PROPOSED ; t PARCEL 5.00 ACRES I PARENT TRACT ; 41.51 ACRES -------------{ (TOTAL) °I I I 1 � I PARENT TRACT AND PROPOSED PARCEL. SCALE: 1 "=300' EXISTING SITE STATISTICS CURRENT OWNER: Oakcrest Builders, Inc. 2055 Valley Avenue Winchester, Virginia 22601 Shawnee Magisterial District PIN: Parent Tract TM# 77-A-26B Proposed Parcel TM# 77-A-26C DEED BOOK NUMBER: Parent Tract DB. 908, PG. 487 Proposed Parcel to be assigned LOT ACREAGE: Parent Tract 41.51 AC. Proposed Parcel 5.00 AC. CURRENT ZONING: RA EXISTING USE: Agricultural/Undeveloped BUILDING SETBACK REQUIREMENTS: Front = 60' (West Parkins Mill Road) Side = 100' Rear = 100' THIS PROPERTY LIES WITHIN FLOOD ZONE "C" - "AREAS TO BE DETERMINED TO BE OUTSIDE 500 - YEAR FLOOD PLAIN", ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 510063020OB: EFFECTIVE DATE: JULY 17. 1978 existing fence remains r irf / Ookcres. Builders, Inc., 36.51 3 Acres PIN: 7—A-26B Zon d: RA Use: gri.cultural I I " 3 x w Cw ;O ay C6 cif En I C) . 9.11 I irf existing 8' wide .trail N/I Baker existing PIN 77—A-25 steel pipe WB 115 — P 1039 inv.=662.0 Zoned: RA I existing 12" cmp Use: Agricultural inv.=662.2 existing existing / gate existing 20' existing steel pipe ingress/egress 8' wide existing inv.=662.6 \\ easement trail 20" oa X existing 1.2 cmp \ existing \ fence - =ins I - - 100'-building setback -- -- -- -- -- -- 100' building setback S 20'31'49" E 500.009 N/F Oakcrest Builders, Inc., 36.5133 Acres PIN: 77-A-26B Zoned: RA Use: Agricultural existing / fence existing — — remains telephone 1-0 J 10 cD I I I I 1 I / 0 / / TRIAD ENGINEERING, INC. www.triaang.com / 14t,-V �,� no existing telephone pad ZQ'( m�' `��/ E P� / E / LP c`010 existing / 24" o / U U — :-------sign- —— /R-305 00' existing telephone / A=18.15' C-18.15' / C=S89'06'05"W Y / / I PIN: 77—A-24 ' Zoned: RA I Use: Agricultural I R=6 6.59' A= 3.59' IC = 91.22' 40 E CB N7 f I ex sting 12" CMP I I in .=678.5 I I I I �i'eX sty 6f. e I �I9-owe -0 III a "*� exi ting 12" CMP O` ( in =677.7 Icr-, I � 3 V) a Ln I a� I o PIN: 77-A-23 I 1 a Zoned: RA I C Q vo Use: Agricultural I� w 00 I I Iexisting 12r CMP I I inv.=676.3 I I. existing I I grav I drive I �exi ting 12" CMP I inv - A I� I PIN: 77—A-22 II Zoned: RA Use: Agricultural I � I I I I ' I I I e isting 15" RCP ' I I /in .=674.6 CD 3 0 0 o N U Co 0 0 o j U II o o U � cn � T m Y 0 J m 3 U O y Q' t p U • U Z W D H U w F > `� QWZ Z = my tn Z —ofw 5; aZ�:)0 �C;z>Z Z<oDoN W �or� �Zc�7� o Z 0zz0Z= W cn�a WWU z og ,Zn zi�ro JJOW »QI-pQ !^o aZ; V?UVJ>o V Now 'Z=�>�o Z�Ui QU-UIWr: §: d�Z �tUD W �W0 7� F U. V) ZZ Q } � w Q > � N 1,Tx of GlP UDENNE D. DUNLAP IDa No. 035809 ti �SI0,NAL E PROFESSIONAL SEAL V) Z O J 2 z z � w cfi U _ n O V Z � W � Ww W p z � 0 O LL- z W X LLi Drawing Number: C-3 NOTES: 1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF BUILDING UNLESS OTHERWISE SPECIFIED. 2. PROVIDE HANDICAP ACCESSIBLE ROUTE FROM HANDICAP CG-12A TO HANDICAP PARKING STALLS. 3. ACCESSIBLE PATHS OF TRAVEL INCLUDING PARKING SPACES, LOADING SPACES, DOOR APPROACHES, RAMPS AND CURB RAMPS, SHALL COMPLY WITH THE 1996 VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 1996 BOCA CHAPTER 11 AND 1992 ANSI A117.1. 4. "LIGHTING PLAN", INCLUDING FOOT-CANDLE READINGS AND A DETAIL OF THE POLE, FIXTURE, AND BASE TO BE PROVIDED BY OTHERS AND APPROVED BY THE FREDERICK COUNTY STAFF. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 7. HANDICAP SIGNAGE SHALL BE PLACED AT ALL HANDICAP PARKING SPACES, PER ADA STANDARDS. 8. CONTRACTOR SHALL PROVIDE PROPER FIRE LANE SIGNAGE AND MARKING AS SHOWN TO MEET THE REQUIREMENTS OF THE GOVERNING FIRE MARSHAL'S OFFICE AND THE FREDERICK COUNTY CODE. 9. NO BUSINESS SIGNS ARE CURRENTLY PLANNED FOR THIS PROPERTY. 10. NO OUTDOOR STORAGE AREAS PROPOSED WITH THIS SITE PLAN. 1.1. NO OUTDOOR TRASH RECEPTACLES PROPOSED WITH THIS SITE PLAN. ALL TRASH WILL BE TAKEN DIRECTLY TO APPROVED COLLECTION SITES BY WINCHESTER MONTESSORI STAFF. 12. PROPOSED PUBLIC WATER SUPPLY SOURCE SHALL BE A CLASS II-B WELL. (SEE ATTACHED LETTER FROM THE COMMONWEALTH OF VIRGINIA DEPARTMENT OF HEALTH, DIVISION OF WATER SUPPLY ENGINEERING DATED: SEPTEMBER 24, 2001) 13. THERE ARE NO SIGNIFICANT ENVIRONMENTAL FEATURES LOCATED WITHIN THIS SITE. 14. CONTRACTOR SHALL COORDINATE RELOCATION OF EXISTING TELEPHONE PAD NEAR ENTRANCE WITH THE APPROPRIATE GOVERNING AGENCIES. 15. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 305, USE GROUP E (EDUCATIONAL) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODE THAT APPLYS IN CABO Al 17.1-92 ACCESSIBLE AND USABLE BUILDING AND FACILITIES. PARKING ANALYSIS -Off-street parking required for schools and colleges per section 165-27(A) of the Frederick County Code: -1 for each 4 seats in stadiums or auditoriums plus 1 for each 4 students. -Total parking required: 32 spaces (2 of which must be handicapped accessible) Note: There is no proposed auditorium or stadium The proposed school has a maximum student enrollment of 125. (75 of which are pre-school students) (50 of which are between K-6 grade) -Total parking provided: 32 spaces (2) of which are "reserved" for handicapped use both of these "reserved" spaces are "van accessible". Note: 4 of the required 32 parking spaces are provided as drop-off/pick-up spaces located at the front of the proposed building. -Loading spaces required: 0 -Loading spaces provided: 4 PROPOSED SITE STATISTICS CURRENT OWNER: Ookcrest Builders, Inc. 2055 Valley Avenue Winchester, Virginia 22601 FUTURE OWNER: The Winchester Montessori School 1905 Henry Avenue Winchester, Virginia 22601 Shawnee Magisterial District PIN: Parent Tract TM# 77-A-26B Proposed Parcel TM# 77-A-26C DEED BOOK NUMBER: Parent Tract DB. 908, PG. 487 Proposed Parcel to be assigned LOT ACREAGE: Parent Tract 41.51 AC. Proposed Parcel 5.00 AC. CURRENT ZONING: RA EXISTING USE: Agricultural/Undeveloped PROPOSED USE: School BUILDING SETBACKS REQUIREMENTS: Front = 60' (West Parkins Mill Road) Side = 100' Rear = 100' BUILDING SETBACKS PROVIDED: Front = 130.24' (West Parkins Mill Road) Northeastern Side = 122.26' Northwestern Side = 187.27' Rear = 274.74' LOT AREA REGULATIONS: Minimum lot are required = 5.0 acres Minimum lot area provided = 5.0 acres LOT WIDTH REGULATIONS: Minimum lot width required = 250' Minimum lot width provided = 428.74' BUILDING HEIGHT: Maximum allowed building height = 35' Actual building height per architectural plan is less than 35' THIS PROPERTY LIES WITHIN FLOOD ZONE "C" - "AREAS TO BE DETERMINED TO BE OUTSIDE 500 - YEAR FLOOD PLAIN", ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 510063020OB: EFFECTIVE DATE: JULY 17, 1978 existing 8' wide N / F trail Baker existing PIN 77-A-25 steel pipe WB 1 15 - P 1039 -, inv.=662.0 Zoned: RA existing 12" cmp Use: Agricultural \ inv.=662.2 existing efentce existing� � \ � , _ g ' ate existing 20 steel pipe - - ingress/egress remains inv.=662.6 _ easement _ __ existing 12" cmp N 17057' �'*- - - irf " x =R 6�.8 535.779--------- N/F Oakcrest Builders, Inc., 36.5133 Acres PIN: 77-A-26B Zoned: RA Use: Agricultural DAYS AND HOURS OF OPERATION FACILITY IS OPEN MONDAY-FRIDAY. FACILITY IS OPEN TO STAFF 8:00cm TO 4:00pm. 50% PRESCHOOL STUDENTS ON SITE 9:00am TO 12:00noon 50% PRESCHOOL STUDENTS ON SITE 9:15am TO 12:15pm. K-GRADE 6 STUDENTS ON SITE 9:00am TO 3:00pm. PROPOSED 30LF 15" CL. III RCP-,,"",_ PROPOSED ST'D MH-1 4' DIA. WITH DI-1 GRATE TOP-0 (SEE DETAIL SHEET C-5) SANITARY SEWER NOTES: 1. PROPOSED SANITARY SEWER DISPOSAL SYSTEM HAS BEEN DESIGNED BY: PATRICK B. RACEY, P.E., CONSULTING CIVIL ENGINEER P.O. BOX 103 LURAY, VA 22835 Ph. (540) 743-9227 F- -- - 100' building setback 2_T-HE PROPOSED METHOD OF SANITARY �tPER - - - - - - - DISPOSAL IS AN AQUAROBIC SINGLE BATCH MINI -PLANT AND RECIRCULATING FILTER TREATMENT SYSTEM. 3. PLEASE SEE ATTACHED APPROVED PLANS AND SPECIFICATIONS (SIGNATURE DATE: 02-12-2001) FOR CONSTRUCTION DETAILS AND ENGINEERING REPORT. 4. A PRE-BACKFILL INSPECTION OF ALL SANITARY I SEWER AND TREATMENT COMPONENTS IS REQUIRED BEFORE COMPONENTS CAN BE COVERED; CONTACT THE HEALTH DEPARTMENT TO ARRANGE FOR THE INSPECTION. 1000 GPD BATCH TREATMENT SYSTEM BY AQUAROBIC -\ PURPOSES ONLY. CONTRACTOR SHALL COORDINATE SANITARY SEWER INSTALLATION WITH THE DESIGN ENGINEER (SEE SANITARY SEWER NOTE #1). S 20'31'49" E 500.00' N/F Oakcrest Builders, Inc., 36.5133 Acres PIN: 77-A-26B Zoned: RA Use: Agricultural existing 8' wide .trail existing 20" oa; existing fence existing - - - - - - - - -remains telephone TRIAD ENGINEERING, INC. www.triadeng.com o existing telephone pad /a'� C,' E E o 0 �o` / JP .c existing / o 24" o ' / U U U 0 0 o � \ / / C C 0 N --Sig M--- / / / 1 APPROXIMATE LOCATION \ / OF PROPOSED 50' RADIUS WELL SITE EASEMENT, EXACT I LOCATION TO BE DETERMINED UPON 1 FINAL DETERMINATION OF WELL SITE / \ I \ 1 f2=5' IPROPOSED I / DOUBLE PRIME AND SEAL I R=305.00' A=18.15' C 18.15' C=S89'06'05"W PIN.- 77 A-24 Zoned: RA Use: Agricultural =1�2 5' (SEE DETAIL x I I R=6 6.59' �.... ::: ��:....:.:. � I /SHEET C-6 ) I � CONTRACTOR SHALL INSTALL CG-12A HANDICAP RAMP AT VDOT INSPECTOR DISCRETION (SEE DETAIL SHEET C-6) A- 93.59 I C = 91.2 2' CB N74' E � I ex sting 12" CMP in .=678.5 I I I I n I I \St\r \ J P_I�eX �ea< I III �,Cd 1-0 u I O I �ex sting 12" CMP in .=677.7 I� I I _ I I I � W � I L O) - o PIN: 77-A-23 I N a Zoned-. RA I Q o Use: Agricultural 0 I � 1 ? I 1 I PRO OSED ST'D V T CG-7 CURB GUTTER existing 12" CMP o� inv.=676.3 I� ul of -- ^I II existing �I �,grav I drive Ln LP $ of u I \exi ting 12„ CMP in o P OPOSED I I ST'D DOT CG-11 I^ II EN RANCE 0 II PIN: 77-A-22 II Zoned: RA x jl Use: Agricultural 3 0 0 0 I 0 N U a0 1 1 0 c U II o -v U In U) m Y 0Of J 0 r °' 3 0' p� M 0 U v p U U Z w D U Q V 0QU) iJo Z Qwz m't �W w2�azIn >aQ azJ�O1 <Z Z<0D0W0 Lj�o>� Ow -zoily W N �Zz()ZQ �a w w OI <�A3 og .Z- m� > (DQF-0< ��ff���aw; U?�UJ>o <..JNo-= IZIX>�) Z<a JWZ LLI3< a00 2a U�U U z, z Q } 3 w a > LTH OF DENNIE D. DUNLAP III> No. 035809 �G2 /i3�•Z �� ti �sIONAL S PROFESSIONAL SEAL J C) > C-) N CO W ZD =-O VWv z0Y V) LLJ W W ~ W F Z ix O LA- M W I �PAVEME I MATC PAR INS MIL PAR T SECTION SHALL EXISTING WEST ROAD TYP. SECTION. EX TO R.o.W. OR END OF Drawing I RA US, WHI HEVER IS GREATER. I I (SEE `NTERFA ` E DETAIL SHEET C-6) Number: I I I I I e isting 15" RCP C-4 I I in .=674.6 n"111IM61 NO. TITLE KEY SYMBOL F3.D2 TEMPO--] CONSTRUCTIRUCT ON ENTRANCE C E CONSTSiDNE O-31 STABILRATION ROAD F3051SILT FENCETEM 3.14 RARY SEDIMENT BASIN SB ,CSC. J.1 S OUTLET PROTECTION 0 Pvia V4R/ABLE l/EL. = 2.95 ft/sec. 10 YR. VARIABLE f/T. = 0.69 ' TYP/CAL /VO/F 1 514AL /-S2-C T/O/V NOT TO SCALE IG/:TJ://A VEL. = 2. 85 Avsec. 10 YR. VAR/ABLE //7 = 0. 6.3' TYP/CAL SOUTH SlyAL E SECT/ON NOT TO SCALE SEDIMENT BASIN TO DETENTION BASIN CONVERSION NOTES: SEDIMENT BASIN OUTLET STRUCTURE FOR THE BASIN IS DESIGNED SO THAT IT CAN BE CONVERTED, IN PLACE, TO THE CONFIGURATION REQUIRED FOR THE STORMWATER DETENTION BASIN STRUCTURE. THE FOLLOWING ITEMS NEED TO BE ADDRESSED TO COMPLETE THE CONVERSION 1 REMOVE PERFORATED 6" POLYETHYLENE TUBING AT THE DE -WATERING ORIFICE, 2. INSTALL REQUIRED ORIFICE AT BOTTOM OF STAND PIPE - BASIN - 12'' DIAMETER ORIFICE AT EL. 665.0 a L TRIAD ENGINEERING, INC. existing www.te'laang.com 8' wide N / F trail �Ib �Baker / ; - - existing PIN 77 A-25 / G, 9, / steel pipe WB 115 - P 1039 exicrd telesting inv.=662.0 Zoned: RA Nosh pod /��-o ��a/ E \ \ existing \ g 12" cm P Use: Agricultural za C e / \ \ \ \ inv.=662.2 u existing I / existlnc existing �� \ `\ existing 24" o / fence g / \ \ \` r _ gate' existing 20' existing remains steel pipe \ - - _ - - - - - ingress/egress S' wide existing / / inv.=662.6 \\ _' _ _ _ _ � ,_ _ easement 20 oa K-79.- ._ trail I i - -� _ x existing 12 cmp 17 ..7'--------- - - �'- ! / .2 1rf 535.77-------------__- _ - -� X _ exis i X` fence existing irf / -- ---------------- fence existi g telephone / --- 1Q.ma'ins sign - 0 PROPOSED / x / A=1 8.1 5 o O NAG FLEXIBLEPCHANN L 30LF 15" CL. III j // ' �\ / // C- 1 $. 1 5� c�•� 0 �j LINER STORM SEWER ® 0.5% P / / / o o PO I SEE DETAIL SHEET -6 INV. ® OUTFACE= 64.85 / \ / C�=S89•06'05"W i m .1 PROPOSED ST'D, M - / :~ o -- I ® 4' DIA WITH DI = GRATE APPROXIMATE LOCATIG(N 1 m ` ;6TOP=669.00 A` OF PROPOSED 50' RADIUS ` k / o 0 o cn INV.=665.00 WELL SITE EASEMENTEXACT I CATION TO BE DETERMINED UPON / FIN DETERMINATION OF kLL SITE m o Y / C ` or,-- 13 1 / n °' o o POLYETHYLENE el. 670.5 CAP ST'D DI-1 GRATE TOP TOP OF BERM 6" PERFORATED TO FUNCTION AS POLYETHYLENE ANTI -VORTEX COLLAR TUBING Top of Riser 669.0 Di - 669 0 4' Diameter Precast M.H. Structure 3 . Top of Wet Storage V 668.0 6" Dewatering Orifice: el. 665.0 Wet Storage -- Inv.665.0 15"RCP CLASS III @ 0.5% Contractor to ensure precast structure is adequately anchored to footer 18' C O f f C R E T Ea F O O,T EIR VIDOT #57 Stone 8' SEDIMENT BASIN el. 670.5 TOP OF BERM STANDARD VDOT el. 669.5 DI-1 GRATE TOP EMERGENCY SPILLWAY 100 yr. 667.71 - 6690 10 yr. 667.20 4' Diameter Precast M.H. 3 . 2 yr. 666.74 Structure 12" Orifice Inv 665 0 Inv 665.0 15" RCP CLASS III @ 0.5% Contractor to ensure precast structure is adequately a A a anchored to footer 18' C O FPC R E T Ea F 0 O,T EIR _ 6" VDOT #57 Stone 8' DETENTION BASIN x ' � -, UQ� - � R 6 6.59 •. .:r \1� Z�> �Dmz_ °bIa>ZZ QZ 3.59 It W 91000 GPD zo .: ::..Q 00N �JZ Q = o ; - q ? t7TBATCH 1.22 : TREATMENT r o A1� Z-ROS/O/V CO/V TfpOL /I✓OT�SA TEMPORARY SEEDING 1. THE CONTRACTOR 511All ARRANGE FOR A PRE-CON51R_ UCT/ON PLANTING DATES: SPECIES CONFERENCE WTH THE APPROPR/ATE ZROS/ON AND SED/VENT CONTROL D/fi'ECTOR 49 HDURS PR/Off TO BEGINNING IYORK. SEPT. 1 - FEB. 15 2. ALL EROSION CONTROL 0EIi/CC5 AS 5110 9W 019 AS REQU/RED ARE TO BE CONSTRUCTED TO STANDARDS AND SPEC/F/CA TONS OF k, RG/N/A ERGS/ON AND SED/VENT CONTROL HANDBOOK FEB. 16 - APR. 30 LATEST EDITION) AND ARE TO BE IN PLACE PR/OR TO ALL CONSTRUCT/ON J THIS PLAN /S NOT COMPLETE #f111OUT THE APPROVED NARRAT/Of-- MAY 1 - AUG. 31 4 EROSION AND SED/VENT CONTROL MEASURES SHALL BE VA/NTA/NED CON77N0005L Y, REL OCATED WHEN AND AS NECESSARY AND SHALL BE CHECKED AFTER EliERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARL Y AND SHALL BE WATERED, FERT/L/ZED, RESEEDED AND VUL CHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRA5S- 5 ALL 9157URBFD AREAS NOT PA I/ED OR BU/L T UPON ARE TO BE FER17L/ZED, SEEDED, AND MUL CHED BY THE CONTRACTOR IN ACCORDANCE WTH THE WRGINIA EROS/ON AND SEDIMENT CONTROL REGULA /IONS• (LA TEST ED/T/ON) 6. WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN C0kZ_RED W711 SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, /T SHALL BE REPLACED W/'7/ A DEPTH OF STONE EQUAL TO THA T OF ORIGINAL APPL/CATION 7. ALL DRAIN INLETS SHALL BE PROTECTED FROM 51Z 1A71ON. INEFFECT/1/E PROTECTION z2FWCES SHALL BE /ARMED/A IL Z Y REPLACED AND THE INLET CLEANED- FLUSHING /S NOT AN ACCEPTABLE METHOD OF CLEANING: 8. GRADE AREAS AD✓ACENT TO BUILDING TO ACH/EkZ_ ORA/NAGS AWA Y FROM THE STRUCTURE AND TO PREI/ENT POND/NC /N SWAZ,6_ * PERMANENT OR TEMPORARY SOIL STAB/L/ZAT/ON SHALL BE APPLIED TO DENUDED AREAS W7H/N 5FW-N DAYS AFTER F/NAL GRADE 15 REACHED ON ANY PORTION OF THE S/TE- TEMPORARY SOIL STABIL/ZA 17ON SHALL BE APPLIED W7HIN SEl/EN DA YS TO DENUDED AREAS THAT MA Y NOT BE AT F/NAL GRADE BUT WZZ REMAIN DORMANT (UNDISTURBED) FOR L ONGER THAN ,.30 OA Y.S: PERMANENT 57AB/L/ZA77ON SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR 10. DURING CONSTRUCT/ON OF THE PROJECT, SOIL STOCKPILES SHALL BE STAB/L/ZED OR PROTECTED OfIll SEDIMENT TRAPPING MEASURES. ». SED/VENT BASINS AND TRAPS, PER/METER DIKES, SED/MENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SED/MENT SHALL BE CONSTRUCTED A5 A FIRST STEP IN ANY LAND - DISTURBING ACTIU/TI' AND SHALL BE MADE FUNCTIONAL BEFORE UPSL OPE LAND DISTURBANCE TAKES PLACE. 12. STAB/L/ZAT/ON MEASURES SHALL BE APPLIED 70 EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND Dl kERSIONS /VMEVIA TEL Y AFTER INSTALLET/ON. 13 UNDERGROUND UT/CITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOUL OWING STANDARDS /N ADD/T/ON TO OTHER APPL/CABLE CR/TER/A.- A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE T/ME. B. EXCAVATED MATERNAL S11All BE PLACED ON THE UPHILL S10E OF TRENCHES• C. EFFL DENT FROM DL -RING OPERATIONS SHALL RL FILTERED OR PASSED THROUGH AN APPROIED SED/VENT TRAPPING DZ-VICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADI/L Z Y AFFECT FL OWING STREAMS OR OFF -SITE PROPERTY ,0 AIAIERIAL USED FOR BACK FILL/NG TRENCHES SHALL BE PROPERL Y COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABW IZARON. L RESTAB/L/ZIT/ON SHALL BE ACCOMPANIED /N ACCORDANCE WITH THESE REGULAT/DNS. F. APPL/CABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. >4 N9LIERE CONSTRUCTION W_HICLE ACCESS ROl/IES INTERSECT PA TIED PUBLIC ROADS, P/R0li15ION5 SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SED/VENT BY l/EH/CULAR TRACK/NG ONTO THE PA kf29 SURFACE• WHERE SED/MENT /S TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHL Y A T THE END OF EACH DA Y• SED/MENT SHALL BE REMOIi£D FROM THE ROADS BY SHO11FZINC OR S;YEEP/NG AND TRANSPORTED TO A SED/MENT CONTROL DISPOSAL AREA. STREET WASH/NG SHALL BE ALL OlY£D ONL Y AFTER SED/MENT /S REMOWD IN THIS VANN,,'R 15. ALL TEMPORARY ERO510N AND SEDIMENT CONTROL MEASURES SHALL BE REMOI/ED NAITH/N JO OA YS AFTER FINAL SITE STAB/L/ZATION OR AFTER THE TEMPORARY MEASURES ARE NO L ONGER NEEDED, UNLESS 0THE/JRW5,c_ AUTHORIZED 161v THE L OCAL PROGRAM ADM/NISTPATOR. TRAPPED SED/MENT AND THE DISTURBED 501Z AREAS RESUL T/NG FROM TINE DISPOSIT/ON OF TEMPORARY MEASURES SHALL BE PERMANEN7Z Y STAB/L/ZED TO PREI/ENT FURTHER EROSION AND SED/VENTA T/ON. 16. ALL DISTURBED AREAS NOT PA TIED OR BU/L T UPON SHALL BE TOP SEEDED, IVOZ CH,-',_0 AND FERTILIZED- PERFORM PERMANENT TOP SOILING, E/NGNOSCAP/NGFE77L/Z/NGNDS MUL CH/NG AS SOON AFTER FINISH GRAD/NC AS POSSIBLE. SEED1NO SHALL COMPL Y NfTH THE FOUL 0WN6 A. TOPSOIL - 4 INCH VINIMOV FOR PERMANENT TURF R FERTIL/ZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZE OR EOU/!/ACENT POUNDAGE OF DIFFERENT ANAL YS/S. WORK INTO SOIL PR/OR TO SEED/NG- C. L/ME PERMANENT SEED/NG) - AGR/CUL TURAL L/ME SPREAD A7 RATE OF 2 TONS/ACRE. AV RA INTO SOIL PR/OR TO SEED/NG. D. MUL CH - CHOPPED STRAW A T RA TE OF 2 TONE PER ACRE AND TACKED /N PLACE. HYDRO-MUL CH AT RATE OF JO BALES PER ACRE. OUTLET PROTECTION DIMENSIONS OUTFALL FROM Do DISCHARGE D50 La W STR. BASIN 15" 3.80 CFS 6" 8' 10' r ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) CEREAL (WINTER) RYE (SECALE CEREALE) ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) GERMAN MILLET (SETARIA ITALICA) RATE IN LBS. PER ACRE 50 -100 lbs. / acre 50% 50% 60 - 100lbs. / acre 100% 50lbs. / acre 100% PERMANENT SEEDING MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 lbs. / acre KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-10% KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN 125 lbs. / acre MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA GENERAL SLOPE (3:1 OR LESS) 150 Ibs. / acre KENTUCKY 31 FESCUE 85% RED TOP GRASS 3% SEASONAL NURSE CROP** 12% GENERAL SLOPE (STEEPER THAN 3: 1) 150 Ibs. / acre KENTUCKY 31 FESCUE 70% RED TOP GRASS 3% SEASONAL NURSE CROP** 13% CROWNVETCH**** 14% SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. ** SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. IF FLATPEA IS USED, INCREASE TO 30 Ibs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. **** WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS. ADD 10 - 201bs. / acre IN MIXES. CHANNEL INSTALLATION C:\ENG\CHANNEL.DWG NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE. REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. A B C CRITICAL POINTS A. OVERLAPS AND SEAMS A B. PROJECTED WATER LINE B C C. CHANNEL BOTTOM/SIDE SLOPE VERTICES 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6' DEEP X 6" WIDE TRENCH. BACKnLL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLAW ON BOTTOM OF CHANNEL. 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6' OVERLAP. USE A DOUBLE ROW OF' STAGGERED STAPLES 4' APART TO SECURE BLANKETS. 5. FULL LENGTH EDGF OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6' DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4' OVER THE CENTER BLANKET AND STAPLED (2- FOR C350 MATTING). 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT NTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL PLACE A SECOND ROW 4' BELOW THE FIRST ROW IN A STAGGERED PATTERN. B. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6' DEEP X 6' WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. NORTH A M E R II C A N 14649 HIGHWAY 41 NORTH, EVMSVILLE, INDAM 47711 GREEN USA 1-800-772-2D40 CANADA 1-800-448-2040 ENO -SECTION 12'- 60' PIPE ALTERNATE END -SECTION 12'- 60" PIPE ES-1 HIE UMW w NAIIL •11.-••FBNI• Flub NRIe m o11111 Nrd-•Hc11o1r Slipot s1d m IN•t rd-Redfon• SPlgak 4M Nn N•t NMd-Rlellon X x x E E Concrete to be 4000 PSI Min. Concrete to be QUO PSI Yin. PLAN PLAN C�-��-- C B_ all Br W IIWI 2F �• Idlk SINE Klee IINAI•RIIIY � T FDI �E� f D I �E� SECTION X-X END VIEW SECTION X-X END VIEW END -SECTION DIMENSIONS DWI. A B C D E 12' 4 2' 0' 2' 0' 4' 0' 2'-D' 15, 6' 2'-3' 1'-9. 4'-0' 2'-6' 24' 9 1 2 ' S-7' 2'-6' 6'-1. 4'-0' 30' 1'--D' 4'-6- 1'-7 3 4 ' 6'-1 3 4 5'-0' 36' V-3' 5-3' 2-1D 3 4 8-1 3 4 6'-0' 42 1'-9' S'-3' 2'-11' B'-2' 6'-6' 48' 2'-0' 6'--C*2'-2- 8'-2- 7' 0. 54' 2'-3' 5'-5' 2'-9 1 4 ' 8 4 -2 1 7'_6• 60' 2'-11' S'-0' 3'-3' 8'-3. 81-0' �]itii®EIQGa�� ®�ii��dtit'a��d•� its �F�aiCll�r3il�'i ©[Ma+WWaiUWadUWar1» I���WwAarwam� ®i NKMiitMNt'a *1111'W I C B NUDE: Pipe INlgth sM n on plaro are hued an End-Sectian da"n ehWn on left If the contractor elects to oee the alternate dW dam an the IllPub Wwjdm Will be reduced by the dYterence in dnerwor V. SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT WF TRANSPORTATION NEW PAVEMENT PRIME COAT MIN. 1.5" OF 12A SURFACE MIX MIN. 3" OF BM25 MIN. 8' OF 218 (2) COATS 4" WIDE PAINT STRIPING TRAFFIC LINE WHITE, TYP. ALL H.C. STALLS TO BE SINGLE STRIPED. TYP. HANDICAP USE SIGNS 13, 13' wzzz� z//yzzzzzffz 20' 20' HANDICAPPED PARKING STALLS NOT TO SCALE REMOVE EXIST. ASPHALT PAVEMENT (SAW CUT) " MIN. TACK COAT EXISTING PAVEMENT BASE COURSE �171171Tl�TT��l/. SUB GRADE INTERFACE NEW PAVEMENT WITH EXISTING PAVEMENT TYPICAL SECTION NOT TO SCALE CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4•X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 1 FLOW 1�41 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. � FLOW G EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Sherwood k -memo IN 11 Y1\MYiV V•\\\•fl 6" X 6" W.W.&1 SUBGRADE A66 BASE Sh V7/4Al Z `( DETA/L NOT TD SGALE PIPE OUTLET CONDITIONS A A 2IPE OUTLET TO FLAT ►RF.A WITH NO DEFINED :HANNEL La � D X --- d loll SECTION A -A FILTER CLOTH KEY IN W-a•; RECOM) NDED FOR EN71RE PERnIIEt&R L 3do (MIN.) b•N►�1�•Iie"MTO 1=L 11111 • '• 1 1 '1" 1 1 I" ,. I 1' Source: Va. DSWC Plate 3.18-1 ,..r•d•r�,. ,:•,:fir r•r•. •r•r�. r�r•r•r�r�r�r�'r•. 11=11=11=111=11= I =11=11=11=11=II�(�(� ...E..E.�i...E..T• V�`.!. •, • •.•.. •..•..•..• .••.• 11_el - �r�r�r•�r� N r! II=��r�r c�r�r•�r• rlt�t�r ,, Il�r�; .i ,,� 11 'I 1• 1 H E 1 1 1 • 1 I •�,�, 1,,�•,�1, ,�., •,- 0.0UM ,)�,0.,%' , I.II.II.I�. Ii •1.•4►A.. •1.-V#. A•1.•• •• •..•1:•1'•1'•.'•' H- • C SOURCE: ADAPTED from 1983 Ilarrtond Standards for Sail erosion and Slldlment Control, and Va. OSK Ptah 3.02-1 RIF I �Yl:*�!''�ii� i°.iti;5� 'c •i� y�; :,•,ilsi.i'�!; • • CG-7 Not[s• L THIS ITEM MAY K PRECAST OR CAST N PLACE 2, CONCRETl TO K CLASS A3 If CAST IN PLACE, 1000 PSI / PRECAST. 3. COMBINATION CURB ► GUTTER HAVING A RADIUS Of 300 FEEL OR LESKS (ALONG FACE Of CUM)SHALL K PAID ipi AS RAUC01•INATION CUM III GUTTER. 4. FOR USE WITH STABILIZED OPEN GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB MO GUTTER ;t I BE CONSTRUCTED PARALLEL TO THE SL DPE OF BB SUASE RS COUES AID TO THE DEPTH OF THE PAV0911T. 5. THIS CURB MAY K USED WITH ANY DESIGN SPEED BUT IS REOLMEO WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON "At HIGHWAYS NO 45 MPHINDEVELOPED URBAN ► SUBURBAN AREAS. e. WHEN THIS STANDARD IS TO K TIED INTO EXISTNG BARMIER CURB, THE TRANSITION IS TO K MADE WITHIN UP OR TIC CHANGE N STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER K USED, THE STANDARD ENTRANCE CUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 2" R - - - - - - - - - - - TIE BOTTOM OF THE CURB AND CUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A UR THIS AREA MAY BE CONCRETE AT 7•• 2..0• N. DEPTH OF 7'• IS MAINTAINED THE OPTION OF THE CONTRACTOR COMBINATION 4" CURB & GUTTER VIRGINIA DEOANIMENT OF TRANSOORIATK3N i01.0! DS 502 • .STREET APPROACH SAME iA+1 SURFACING AS MAINLINE (HAfnuS TO BE AS I. C I SF,OWN ON PLANSI ROADWAY C - - - - - - (RADwS r0 K AS RADIUS ON B ANSI �2. SI'0 GG-12 ; RADIALCOADINA ON L1JRe ANC .61 I B 4'SOE WALK I ®1, \ I �IM (HCSDCL ASS U .•..,..•.•►. 0•''.O,'•• - e' 1 I I OPTIONAL JpQAI FLOW LINE --- EXPANSION JOINT --_--� ------ 9, EXPANSION K}NT A _J NOTES WIDTH "B" 2'-0" OR AS W MAKNE ROADWAY SECTION C-C SHOWN ON TYPICAL SECTION. PLAN VIEW W CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ®WHEN THE ENTRANCE RADICANNOT ACCOMMODATE THE TURNING REOUIREMENSS OF ANTICIPATED HEAVY 10'PARABOLIC CURVE TRUCK TRAFFIC THE DEPTH FOR SIDEWALK • CURB RAINS WITHIN tIt LYHO Is OF TIE RAOISULO K EDGE OF SHIOUILDER OR a MAX D INCREASED TO 7". OPTIONAA FLOW LINEal CHANGE - - - - --- - D WHEN O USED FOR ENTRANCES M ROADWAY ARE NE OAD -"---' - -- - - WITH N CONJUNCTION WITH VDOT PROJECTS. PLEASE ASE a 2 MAX. _ D NOTE THE FOLLOWwG- SLOPL CHANGE 40'Wk FOR STREET _ - -. D * AIFNE E $HALL BE CONSTRUCTED 5. MIN. CINfECTI•N THE R/WLINE IEXCEP O ANSUUEIGRADE O OESIRA FOR COMrERC1 STABL IZA710H REOIARED FOR MAINLINE PAVEMENT WHICH CAN BE OWTTED N ENTRANCE E TIE ENTRANCE.) SECTION A A ® RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D ac°YO UT THE RS/M LI" ENOT XCEPT FOR CONSTRUCTED REPLACEMENT PURPOSES, WHEN USED w CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CG-3 OR CG•7, THE CURB FACE ON INS STANOARO IS 70 K ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. HIGH (MORE THAN 1500 VPO) 0 1 3 S MEDIUM (500.1500 vPDI sI E a ITTU SEL sTmDmD CG 12 FOR CW7B RAMP DESIGN NDAN BE USED Wi TH I"S 51 AU. Low (LESS THAN 500 VPD) s e 1. a i �( PLANS ARE To INDICATE )WEN CONSTRUCTION OF A FLOW LINE 15 REOURED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLO MAY ACQUIRE WARPNG OF A TJ PORTION OF GJT IER TO PRECLUDE PONONG OF WATER SPECIFICATION E RCFERCNMETHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 243.04 C0.12A 7•• MER( . CG-3 OR t CG-7 K st D. e•-o- 4 -o' SID. OR CG6 • .. 12 IX MAX. 4a11 MAX. 20, 1 •' SECTION A -A A • 5 DOWELS. e^ LONG I . 12- C-C PERMISSIBLE SLOPE 101 coNSIRUCIION Jowr SIN, PERMISSIBLE MAXRAJM CONSTRUCTION JOINT B t hIi B SECTION• B-B r 't: L� LIMITS OF EXPOSED AGGREGATE SK1EwKN I ® ACCESSIBLE ROUTE IS DEFIED AS A CONTINUOUS UNOBSTRUCTED STABLE. FIRM AND SLIP RESISTANT A TANGENT PLAN PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACIL17Y THAT CAN K APPROACHED. ENTERED AHD USED BY PERSONS WITH MOBILITY "PARAENTS. o NOTES y THIS DESIGN TO K USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LAD" (40" WIDE) PH•I•w oHIInAL. KOlWEO AT TOP OF CURB RAAP, MINIMUM CURB RAMP LENGTH a FT. FOR NEW CONSTRUCTION. a FT. FOR ALTERATIONS. n = CURB RAMP FLOOR TO K CLASS k3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISIMNT NTEGRAL V DETECTABLE WARIIW SURFACE COVERING TIME ENTIRE WIDTH OF IHE RAMP FLOOR (RAMP FLOOR MAY K PRECAST OR CAST N RACE). THE DETECTABLE WARNING SHALL K PROVIDED BY IN EXPOSED AGGREGATE FINISH . RAMP ID K SMALL NOS EXCEED A MA,It•11ROPE OL MONOLITHICALLY1211. SEOPIN(: SIDES OF CURB RAMP MAY POURED MONOLITHICALLY WITH RAMP FLOOR OR IY USING PERMISSILE CONSTRUCTION JOINT WITH REQUIRED BARS. IF FLOOR IS PRECAST.HOLES MUST K PROVIDED FOR TYPICAL PLACEMENT TYPICAL PLACEMENT DOWEL BARS SO IHAT ADJOINING FLARED AT INTERSECTION SIDES CAN K CAST w RACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL AT INTERSECTION K CLASS A-4. WITHIN CROSSWALK WITHIN CROSSWALK REOURED BARS ARE TO K NO.5 X a'• PLACED )•CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP (WITH BUFFER STRIP) FLOOR, MO -DEPTH OF RAP FLOOR. MIHYAH CONCRETE COVER V;'. CRAB RAPS WILL K MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDE WALK. COMPLETE- N-PL ACE. CIAa/CU1RB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CUM RAMPS ARE INCLUDED N PAYMENT FOR CURTB/CUR/ ARID GUTTER. MEN USED IN CONJUNCTION WITH SIADAFD CG-3 OR CG-7. THE CRAB FACE ON INS 31ANOMM K TO K ADJUSTED TO MATCH THE MOUNTABLE CRAB FRO CONFHGUIFIATON. CLAM RAPS ARE TO K LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGREER. THEY ARE TO K PROVDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE ® WITHIN THE RIGHT Of WAY OF A WAIWAY FACILITY CROSSES A CURB AEGAROLESS OF WHETHER SIDEWALK IS EXKINC, PROPOSED, OR NOTE IaSTEST. THEY MUST K LOCATED WITHIN PEDESIMAN CROSSWALKS AS SHOWN E ON KAM DIAGONAL VARIATION OR AS DIRECTED BY T ENGINEER.*0 SHOULD HOT K BEHIND LOCATED VEHICLE STOP LIES. (XKING LIGHT POLES, FIRE HYDRANTS, DROP INLETS. ETC. WILL ALSO AFFECT IILACCIENT. PERPENDICULAR CURB RAMP (ACCESS FOR MOBILITY IMPAIRMENTS) 105 of VIRI• GA KPARTMUIT OF TRAKSPORTA110N TRIAD ENGINEERING, INC. www.triadena.com ol\I\ � b O E E 0 0 U U C r �I g' 0 w T ID < < :3 :3 u U 0 8 Y Y u u 'C 'C li <L o `o a a MAs A M t9 C� 3 (O O O o I 04 V 0 O 0 1 C 0 U) al V O 4- O C C o° c°� 0 cn M -0 Y M _0 J \ c \ C Y Or M m 3 0 v 0 CD o v U Z W NHHHRRRR� U Q LO r ^� F I i V M UF- 0_� z QWz m� -�W W2IQOZM >3Q azJj0 CD Z jZ IF Z Z V0D0NO W OZZQ -0>0 WNam D WZWV�I �O Z 05Iz- Of � 3 _ o J_ IFJ _O W 3i DO ic�Q�OQ �w ; Uz2OJ>00 Z0z`' Q"�5W� ZZ JWrn LJ_I 3 4 0.00 W o z V)(��� 0 z, z Q } W Q ' �- 0) I..L I 0641"1,TH of lA iA UDENNIE D. DUNLAP III> No. 035809 as �13/IV2 . 4 �sIo]VAL E PROFESSIONAL SEAL V) J �o> ZQ W NV M,C) �� Lj0z VD U �0 -0 Cjr ?oU �Z W � AI Li z �Z� C)W SO Ia 0 Z Drawing Number: C-6